Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D07-119 - THE CHEESECAKE FACTORY - BUILDING
THE CHEESECAKE FACTORY 230 STANDER BL D07 -119 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2003 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D07 -119 Occupant/Tenant: THE CHEESECAKE FACTORY Building Address: 230 STRANDER BL Parcel No.: 5379200241 Property Owner: WEA SOUTHCENTER LLC 11601 WILSHIRE BL , LOS ANGELES CA 90025 Use: RESTAURANT Occupancy Group/Division: A -2 Type of Construction: VB Automatic Sprinkler System: Provided: N Required: N Design Occupant Load: 338 BUILDING OFFICIAL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 5379200241 Address: 230 STRANDER BL TUKW Suite No: Tenant: Name: THE CHEESECAKE FACTORY Address: 230 STRANDER BL , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BL , LOS ANGELES CA 90025 Phone: Contact Person: Name: DOUGLAS MIDDLETON Address: 17701 MICHELL N , IRVINE CA 92614 Phone: 949 -637 -1135 Cityrf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Contractor: Name: G B MANNISTO, INC Address: 14982 N 83RD PL STE 200 , SCOTTSDALE AZ 95260 Phone: (602)998 -3030 Contractor License No: GBMANI *211N9 DEVELOPMENT PERMIT DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 10,252 SQUARE FOOT RESTAURANT. PUBLIC WORKS ACTIVITIES INCLUDE: 6000 GAL. GREASE INTERCEPTOR. Value of Construction: 1,039,734.44 Fees Collected: $12,734.32 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 4 doc: IBC-10 /06 * *continued on next page ** Permit Number: D07 - 119 Issue Date: 07/25/2007 Permit Expires On: 01/21/2008 Expiration Date: 04/30/2008 D07 -119 Printed: 07 -25 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: N Public: N Water Meter: N Permit Center Authorized Signature I hereby certify that I have read and Print Name: doc: IBC-10 /06 City co Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us To 1 Nr, - 8/244 A k e ' k 4 Permit Number: D07 -119 Issue Date: 07/25/2007 Permit Expires On: 01/21/2008 Date: b ' t o- permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied wit t, et r specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction - th performan of work. I am authorized to sign and obtain this development permit. Signature: � i Date: J i � - � f �6a/ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D07 -119 Printed: 07 -25 -2007 Parcel No.: 5379200241 Address: Suite No: Tenant: 1: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 230 STRANDER BL TUKW THE CHEESECAKE FACTORY PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -119 ISSUED 03/29/2007 07/25/2007 2: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 3: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 4: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 5: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire- extinguishing system installed in accordance with this code. (IFC 610.2, IFC 904.2.1 and IFC 904.11) Automatic fire - extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) 6: All new automatic fire- extinguishing systems and all modifications to existing automatic fire- extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 7: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 8: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 9: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 10: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4 -4) 11: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. D07 - 119 Printed: 07 -25 -2007 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us (IFC 1008.1.8.3 subsection 2.2) 12: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 100 or more and any occupancy of a Group H -1, H -2, H-3 or H -5 shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 13: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 14: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 15: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mrn) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 16: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 17: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (ITC 1006.1, 1006.2, 1006.3) 18: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 19: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 20: U.L. central station supervision is required. (City Ordinance #2050) 21: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 22: Maintain a 4 foot clear space around the sprinkler riser(s) for emergency access. (NFPA 25) (City Ordinance #2050) 23: All valves controlling the water supply for automatic sprinlder systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) 24: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FDC). (City Ordinance #2050) D07 -119 Printed: 07 -25 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 25: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 26: All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid plastic identification signs. The signs shall be secured with corrosion - resistant wire, chain or other approved means. (NFPA 13- 6.7.4.1, 6.7.4.2) 27: A supply of spare sprinklers (never fewer than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinklers shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in a cabinet located where the temperature to which they are subjected will at no time exceed 100 degrees F. A special sprinkler wrench shall also be provided and kept in the cabinet to be used in the removal and installation of sprinklers. (NFPA 13- 6.2.9.1, 6.2.9.2, 6.2.9.3, 6.2.9.6) 28: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5 -inch Storz fitting(s) and Knox FDC locking Storz cap. (NFPA 13- 6.8.3) (City Ordinance #2050) 29: The height of fire department connections (FDC's) shall be 36 to 48 inches above grade. 30: Fire department connections (FDC's) shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection, be appropriately signed and protected from potential vehicular damage. 31: When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Sprinkler Riser ". (NFPA 13) 32: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 33: Local U.L. central station supervision is required. (City Ordinance #2051) 34: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 35: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 36: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 37: Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #2051) 38: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #2051) 39: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 40: In areas that are not continuously occupied, automatic smoke detection shall be provided at each fire control unit(s) location to provide notification of fire at that location. (NFPA 72) 41: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire doc: Cond -10/06 D07 -119 Printed: 07 -25 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 42: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 43: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn- around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 44: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 45: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 46: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 47: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 48: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 49: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 50: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 51: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 52: Contractor shall notify Public Works Project Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 53: Grease Interceptor shall comply with City of Tukwila standard detail SS-14. Deviation from standard detail SS -14 will require approval from Public Works, Senior Water & Sanitary Sewer Engineer, Mike Cusick, P.E. (206) 431 -2441, prior to installation. 54: ** *BUILDING DEPARTMENT CONDITIONS * ** 55: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 56: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 57: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. doc: Cond -10/06 D07 -119 Printed: 07 -25 -2007 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 58: The special inspections and verifications for concrete construction shall be required. 59: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 60: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 61: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 62: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 63: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 64: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 65: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 66: Readily accessible access to roof mounted equipment is required. 67: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 68: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 69: Structrual Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 70: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (206/296- 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 71: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 72: All wood to remain in placed concrete shall be treated wood. 73: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. D07 - 119 Printed: 07 -25 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 74: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 75: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 76: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 77: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 78: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tulcwila Permit Center. 79: All electrical work shall be inspected and approved under a separate permit issued by the City of Tulcwila Building Department (206 - 431 - 3670). 80: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 81: ** *PLANNING DEPARTMENT CONDITIONS * ** 82: Modify parking lot to add landscaping adjacent to pedestrian walkway to Strander Bl sidewalk. Must be a minimum of 4 feet and include a one foot courtesy strip adjacent to parking stall. 83: Use a single color pedestrian pole and fence in outdoor dining areas per BAR decision. doc: Cond -10/06 * *continued on next page ** D07 -119 Printed: 07 -25 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signatur doc: Cond -10/06 Print Name: V T V— t . A j0 1,4 v . Date: ;6'°7 D07 -119 Printed: 07 -25 -2007 Site Address: Tenant Name: Name: Mailing Address: E -Mail Address: CITY OF TUKWILA Community Developme.)epartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwatukwila.wa.us GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5 Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Mailing Address: Contact Person: 4e4/4 .e".<4 E -Mail Address: ,4.4 L- 4 . GO/4 Company Name: .5 ifeA f/ Mailing Address:_2 alp g2 / 7e z Contact Person: "-OL9 . S li/14 ✓/ E -Mail Address: /" !S` /.- _5e . Ga`fl Q:\Applications\Forms- Applications On Line\3 -2006 -Permit Application.doc Revised: 9 -2006 bh L City Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: ' 17W '024f Suite Number: New Tenant: Floor: ❑ .... Yes ❑ ..No Property Owners Name:L., p Mailing Address: State tate Zip who do we contact when your permit is ready to be issue Day Telephone: 71 e',37•//g5 City ax Number: Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD — plans must be wet stamped by Architect Recor City State Zip Day Telephone: '7'4 •7 • 173# Fax Number: 7)4 • 1 7. 7/ 9 3 ENGINEER OF RECORD - Ali plans must be wet stamped by Engineer of Record tty State 77D 1147 Fax Number: 1 1 7 '512_ Day Telephone: Page 1 of 6 ExistingIlding Valuation: $ - Valuation of Project (contractor's bid p Scope of Work (please provide detailed information Will there be new rack storage ?.. Yes ❑.. No If yes, a separate permit and plan submittal will be required. /O, 7-52 2372 elreetLY "0,r?_l.aers 7 PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? vide All Budding Areas ❑ Yes Q:Wpplications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ,Er Sprinklers 9( Automatic Fire Alarm ❑ None Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes g No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. 0 Other (specify) Page 2 of 6 Scope of Work (please provide detailea3, Water District ❑ ...Tukwila 0... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easements) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards Sanitary Side Sewer Cap or Remove Utilities Frontage Improvements Traffic Control Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ... Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public _ „ „ „ Q:NppliationsWorms-Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate shee ❑... ValVue ❑ .. Renton 0... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line H ❑ .. Highline WO # WO # WO # Private Private ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood ❑ .. Storm Drainage ❑ ...Renton ❑ ...Seattle ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size ❑ ...Traffic Impact Analysis ❑...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Page 3 of 6 OZ-04 -07 16:07 From - iFIE GMttstcnRt rAGIU Y V U'4 V1 10•1.01 From :1618614 Page: 213 Date 4/220071 t}. 4 AM rI1m wico• P 1N,,Y0.1 1114041017M4 1.91 MECHANICAL CONTRACTOR INOORMAIMQN CompalyName: Mailing Addresz Cozad Perm A/4 / A/0/W 1 y+ Tolsphoae: Address: DNA , ., � .. 01 " - g - t1C ax Numbe : ,,'‘ '/y- dr62_ Contractor Registratiog Number: - ExpfratIon Date: Valuation ofMethzniail work (cm U ct '1 advice): 1 7 Scapa of work Zpitaso FovIde detailed tt on): lay r / - 11�" / r'iJil.e/r4S% 6i 4 is Reside tick 'New .0 Repbecenent ....p Connettelet rtew R+epl$ctimeu ....n ElISUIRS „--E °a'—.' Other: Warp wag Ia4acoIVOI4 • tudiaae hype atmcchaaical wodc being ms?&' d and the goaat ty bclow: :c.'F, '''tf ti � ' =:f' 6 ��. Y �, Z ,� y ] �� � r.,, � � ,._.I �.r•. 9r�� .1 ��c�.�1'.r�Y.1.w: %: rl. •. 'tr r _ .: r •Y 04 ir 1 r.uoiuo r -oro y, ► .... ��.�. l�r �t.� i�! 1 "1 � • if ifn Page 4 nib OZ-04 -UT 16 :UT FrOm-THE GHEESEGAIIE FAGTOKI la4 bI bI4 I - 0a4 r.uciva I• APR-2 - 2007 03 :06P FROM:CR° ENC ERING GROU 71484160M 1 :919492619614 ' I. 02 -04 -0T 10 :61 FRO -THE CHEESECAKE FACTORY 19402616614 � T -a96 P.02/08 F -866 PL.VMBYNG AND GAS PIPING CONTRACTOR INFORMATION Conspagy Narita Malting Address. City CoAwct Pcsson: Pay Telephone: e Mail Address: • Fix Namber. ration Dater„,_ - - n121114 rRegisaas'taa Valuation of Ptumbiag work (contractor's bid price): $ Veivasinn of Piping wo*(coraractofa bid Nice): $ Scope orWork (please provide detailed infoiTarii Building Use (per Tut" Building Cade). Occupancy (per Jeri Building Code): Utility Purvcyor: Water: , Indicate type ofplutabing lbcrures and/or gas piping outlets Wog installed and the quantity holm: OM44414POo..w....4ora.g+• o. Un.ts2c0$. thumb. popIkodo.ko 31..:..d: 4006 os Received 02-04-0? 15 :18 From - 7146416000 To -THE CHEESECAKE FACTO Pate 02 .71 unit nut f . • - a� - t.Ir,�,...,h — .y.. >•. . �:.�' + ::... .,,wv- -•.;.yti;._�. i. - �� •. � :, ; • 1�;'.•Tei.'i"'`'�`i�(;` i� '1."�;iil. ^ tl`�,':..��:.8'q,'f '�" 1` j � ,�. � "� : li Il t : +{ •'1I�'"�.:?il'1'�' A 'ia'� •• +� .it".'st,�:-,Ja 4 d�,1'IG _ 1 1 = �S.:I� .. wJ; 1: .3 :�'t' "�" A._ .�_.I':+ �.... • �. .L. i....3�1....e : 1....�rC.': or a taetsoss or adtcr .• _ ;i'' , . _ PIP Pee 5ot6 Fixture Type . , Qty , ' Fixture Type: ., 4, Qty Fixture Types Qty : .Fixture Types' , (qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets 3 Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 -43 -3 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): SWuj e l 074 f/J72.00- "-"TS / a1. / State Zip Building Use (per Int'l Building Code): Occupancy (per Inf1 Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:Wpplications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 5 of 6 TIO11T1 ©T Appllcale to all permits in this 'icatii Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 Signature: Print Name: Mailing Address: Date Application. Accepted: .ZIP. DI Q:\Applications\Forns- Applications On Line\3 -2006 -Permit Application.doc Revised: 9 -2006 bh ED AG Date: 7 ex, q Day Telephone: e State Staff lni . s: £41 Zip Date Application Expires: Page 6 of 6 QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 -100 $23.50 101 -1,000 $37.00 1,001 - 10,000 $49.25 10,001 — 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001- 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1" 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME 'TKv�' C116E CelePAYPERMIT # 1) 9 (0 23o STR ASR g LvD.) (GRbME /N r6( E PA<) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE go. ( 2. Enter total construction cost for each improvement category: Mobilization Erosion s revention pp Wat= .urface Water /$ 000 Road/Par g/Access e o A. Total Improvements r, 5; 0 0 0 — 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 1- ;15 ° .!= C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) $ 31 5 i (4) 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading plan review and permit fee. fill volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2006 1 $ — ( TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 42..5 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 -1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PWmay adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ 31 Approved 09.25.02 Last Revised Jan. 2006 2 (6) $ (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2007 — 12.31.2007 Total Fee 0.75 $600 $5297 $5897 1 $1100 $13,242.50 $14,342.50 1.5 $2400 $26,485 $28,885 2 $2800 $42,376 $45,176 3 $4400 $84,752 $89,152 4 $7800 $132,425 $148,015 6 $12500 $264,850 $277,350 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Transportation Mitigation $ G. Other Fees $ Total A through G $ (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 37 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. Approved 09.25.02 Last Revised Jan. 2006 0.75" 2.5" $300 $1,000 Temporary Meter 3 oldyn `F /z /off Parcel No.: 5379200241 Permit Number: D07 -119 Address: 230 STRANDER BL TUKW Issue Date: 07/25/2007 Suite No: Permit Expires On: 03/11/2008 Applicant: THE CHEESECAKE FACTORY DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 10,252 SQUARE FOOT RESTAURANT. PUBLIC WORKS ACTIVITIES INCLUDE: 6000 GAL. GREASE INTERCEPTOR. Water Meter Size:2 Quantity: Water Meter Type: Work Order Number: 5107d07 Connection Charge: Y $400.00 $0.00 $0.00 Installation: Y $2,350.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $2,800.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y TOTAL WATER FEES: $45,176.00 doc: WTRMTR City of Tukwila Department ;74" ublic Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -433 -0179 Fax: 206 -431 -3665 Web site: http: / /www.citukwila.wa.us WATER METER INFORMATION METER #1 $42,376.00 METER #2 METER #3 0 0 1 0 0 PERM $0.00 $0.00 007 -119 Printed: 09 -20 -2007 Parcel No.: 5379200241 Address: 230 STRANDER BL TUKW Suite No: Applicant: THE CHEESECAKE FACTORY Receipt No.: R07 -02006 Initials: LAW User ID: 1632 Payee: WESTFIELD TRANSACTION LIST: Type Method Description Payment Check 06007918 ACCOUNT ITEM LIST: Description CASCADE WATER ALLIANCE PLAN CHECK - WATER METER WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Account Code 401/386.550 000/345.830 401/379.002 401/342.400 401/386.520 401/343.405 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: $45,176.00 Payment Date: 09/17/2007 04:29 PM Balance: $0.00 Amount 45,176.00 Current Pmts 42,376.00 10.00 400.00 15.00 2,350.00 25.00 Total: $45,176.00 D07 -119 ISSUED 03/29/2007 07/25/2007 292.; o9/113 1 710 TOTAL u5':: - 0C) doc: Receiot -06 Printed: 09 -17 -2007 Parcel No.: 5379200241 Permit Number: D07 -119 Address: 230 STRANDER BL TUICW Status: APPROVED Suite No: Applied Date: 03/29/2007 Applicant: THE CHEESECAKE FACTORY Issue Date: Receipt No.: R07 -01487 Initials: JEM Payment Date: 07/25/2007 12:58 PM User ID: 1165 Balance: $0.00 Payee: GB MANNISTO INC. TRANSACTION LIST: Type Method Description Payment Check 048689 7,435.82 ACCOUNT ITEM LIST: Description BUILDING - NONRES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Account Code Current Pmts 000/322.100 000/322.100 000/342.400 000/345.830 000/386.904 RECEIPT Payment Amount: $7,435.82 Amount 6,431.32 250.00 375.00 375.00 4.50 Total: $7,435.82 0711 07/25 9710 TOTAL 7435.82 doc: Receiot -06 Printed: 07 -25 -2007 Receipt No.: R07-00461 Payee: CHEESECAKE FACTORY TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description doc: Receiot -06 .r City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us BUILDING - NONRES 000/322.100 PLAN CHECK - NONRES 000/345.830 RECEIPT Parcel No.: Permit Number: D07 -119 Address: 230 STRANDER BL TUKW Status: PENDING Suite No: Applied Date: 03/29/2007 Applicant: CHEESECAKE FACTORY Issue Date: Initials: BLH Payment Date: 03/29/2007 10:53 AM User ID: ADMIN Balance: $6,969.92 Amount Payment Check 505639 5,298.50 Account Code Current Pmts 467.26 4,831.24 Total: $5,298.50 Payment Amount: $5,298.50 Printed: 03 -29 -2007 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PE MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- El Corrections required prior to approval. COMMENTS: � _ .11 $58.00 REINSPECTI + FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: 10 7) 776 1550L� -' Address: ( , 'O S7,14.v' g L v._ ril<pdirip i:,-c;:_t::::÷.. Requester: Phone No: --.5 5' 5 -5/62_ l) /'- f/a. i A lly / Wrl, 7 / 9 , 1 Ik 4 s4P tt pi■_ /Yo, 5 fid j a /;pry k coo az(I Kua „�5. Project: T % A le'S Pe -1 // 6- /q/;-6, Type of Inspection: /-i iii/ ////t/Ar.-v Address: ( , 'O S7,14.v' g L Date Called: Special Instructions: __> Date Wanted: /0////�7 Requester: Phone No: --.5 5' 5 -5/62_ INSPECTION NO. Approved per,appl' a codes. C- ( 4242 1tc5, INSPECTION RECORD Retain a copy with permit Correcti Aui-co y /)t 7- / /5 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (L 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 ed prior to approval. Inspecto . 4 a r IDat:, 6 4 * $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: _� _� Type of Inspection: e 14 lo ( 0 ( 1,-- A— , - Special Instructions: ' -, - 1 . J c a.m. p.m. Requeter: Phone No: 10/,,, ii,,a_ef 1„..0 --,, (—LA.' C-QA .1 I l l- r6...1.. f 0 i J /ur? '\.1" '41" Proje4t: _� _� Type of Inspection: e Add�ss Date Called: Special Instructions: ' -, Date Wanted: a.m. p.m. Requeter: Phone No: 5L) INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. 'Inspector: INSPECTION RECORD Retain a copy with permit �. Corrections required prior to approval. 6 n t (Date ' UI ( u/ ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: I h e ( (1420— A <<� (a:-4 Type of Ins ection: Ej.yam Address: 30 ST a2 n 1v0 2 S. L Date Called: _ >-, /a, , Special Instructions: Date Want d: I b 1 I 0 � b —1 a.v p.m. Requester: Pho No: t— lS b- 2-1 (, -12 Y �7 INSPECTION NO. .111th! INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERMIT NO. C- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -370 Approved per applicable codes. Corrections required prior to approval. COMMENTS: //1 .4% 7 1 !Z �J 'Inspector: ,Dater /� $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: (Date: COMMENTS: s r /,,e S �' �' ) / . � /: -- 3 S n', ---2.7 cr.' fir_ , Address: P-3 h S, 2 R.Ni o. 2 Date Called: i 6 � / en 5 • 7e_ S. u ',1- -, , /S �- A„ f 1 / /0,, !`1 ,, ‘> ,G/1 /) / /ih, / ,s /i /2 �/% C ' ' `"' /� /?.., S /- 6.,� ee, /4 J - -v4 f. . , hiF /il Project: A Type of Inspection: Address: P-3 h S, 2 R.Ni o. 2 Date Called: i 6 � / en Special Instructions: © ted; S 5 Li a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit I INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. (Ins ctor: a der ti -i (Date j L $58.00 REINSPECTION F ' E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project; 7/2/. ( g/l/e . ,,Type ,1 of Inspec /6 � 4e �s , Address: .Z.30 <94�VfV ` Date Cared: Special Instructions: Date Wanted: a rtr _2 5= 07 P.m. Requester: N Phon : 4� Z 76- - /Z' INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 ❑ Corrections required prior to approval. COMMENTS: 5/ 'Inspector: (' El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Projec - — ' Ate• - Type .f Inspection: _ , _ -- ...L. _ Address: 2. S6 /- D te Called: Special Instructions: Date Wanted: Y/ a_jil, - Requester: Phone No: , 19) INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. INSPECTION RECORD Retain a copy with permit PERMIT N (206)431-3 7 Corrections required prior to approval. COMMENTS: - Th /(7 c 4h--e 7 2, / r eceipt No.: 'Date: Project: .. ../ ..,•:" - . _....t. a Type of Inspecti•n: ..' / • .. , e. Ad•re ':."-- ''''. 2,327 - / rx 4 # Da e Ca e•. Special Instructions: Date • Wanted („ a.m. Requester: Phone No: 5n $ "y7; El Approved per applicable codes. INSPECTION RECORD Retain copy with permit PERM CITY OF TUKWILA BUILDING DIVISION g. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 COMMENTS: Corrections required prior to approval. / "wow $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcen er Blvd., Suite 100. Call the schedule reinspection. r eceipt No.: 'Date: Project: 1,f 9 lip /" 1' Type of rspec ig: '_ C f / �.re.?" - Vt Address: J = , Date Called: Special Instructions: Date Wanted: cl.m. 9f 3� . Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: /174 e I lnspectl�J� �� L � Date: j3 7 $58.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: IT NO. (206)431 -3670 Project: 0� 0 Type of Inspection: , i- fr�, y .0 Addre s: i � l ' to Called: Special nstructi s: Date Wanted: a , . P. Requester Phone No . s El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit C /��`l INSPE ION NO. PERMIT NO. 1 , CITY OF TUKWILA BUILDING DIVISION 12 * J 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3fp7 Corrections required prior to approval. COMMENTS: "A I S A .(/ t fh 5 7 , • s . CMG 4 c_• C - j /2 i 'Date: /7_07 ID $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: Type of Insp lion: i�CS i .f • Address: 0■30 S 1 Date Called: ( /0 `10"7 Special Instructions: Date Wanted: Lain: 01In10-7 p.m. q/SA 7 r Phone o: ( 7/5 5 YF- /7t1 f 7 4-- — on b ) ( ,i lac. . (, GAL c„.-.. 7714 /vte L%- J R /,/ Proj CAPP.S PCC< CIO t La Type of Insp lion: i�CS i .f • Address: 0■30 S 1 Date Called: ( /0 `10"7 Special Instructions: Date Wanted: Lain: 01In10-7 p.m. Requgsie, : !_� r tDlo Ct i co erS Phone o: ( 7/5 5 YF- /7t1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. Inspector: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project:, /47 (3l'#139-Z5< Type of Inspection: FA 6. Address ‘ \ .7.3e) --5 Wildel 2Z- Date Called: Special Instructions: , . - • . , Date Algued: . c 7 - ._.5 - 0 g i . Requester: . , Phone N: ' • - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: V A m pate: 73—g7 7 L LA.L. INSPECTION('4O. INSPECTION RECORD Retain a copy with permit PER if NO. D 6)431-3670 ' Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: (1:44 ,• r Type of Inspection: 1 40 , ., ,-- ,-,-; Address: 2-- ce5;7,-f r, Called Date : Special Instructions: Date Wanted Erni; Requester: Phone No: --- 2-eW . / INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (216)431-3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: p A. 4 / l 7-0,7.-ie 4 !Inspector: Iat v--a7 El $58.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: " - Jd �r�Qi Type of ction: ` P,/ •5 Address. C-171/A11-1 Date Called: 5 eci�t Ins ructions: P Date Wanted' a.m. Request Phone No: / 2, INSPECTION RECORD 6 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Fi 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 ❑ Approved per applicable codes. Q Corrections required prior to approval. COMMENTS: ) 0 , 4 I) .' 67/ Pte' � ;�� �i. a ee?7? E $58.00"REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Proje � s i4, Type of Inspection: 6 v Address: ,-?-3 o 5-/ /4N& P g/ Date Called: Special Instructions: Date Wanted: — Z 7 - 0 2 p.m. Requester: Phone No: '50G- 5c75 5`15Z l/ Do INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ? 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 / -3 70 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: .e o y r $58.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Proje t: 774s, / C ke Prj/ Facto Type of Inspection: r _ /, 7 O- <,F G�i� �N 1. Address: Date Called: Special Instructions: _ Date Wanted: 7- G — 7 Win( Requester: Phone o: 0 — 59s — 2 DOS li INSPECTION RECORD Retain a copy with permit INSPECTI • N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 04_ / / ; ( - a' � : 13 41 y0 'ail /?'- Z y two / X58.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.., Suite 100. Call the schedule reinspettion. 'Receipt No.: 'Date: C M ENTS: Type of Inspe ion: -// n � , /lr „ 41 Ai' y * 4i /-/ :a -4 c, ,t � Address: c D S = //fir __. / 4 �/ (rvr? k (.;� Date Called: (� 1 /j j', >, 5-i/ /cc. S ' i7 } /. li "1 2 a.m. p.m. Requester: Phone No '"chi – S 95 —5 - f 0 Iti '1 d /3d � // �s -c.�,✓! etJ S eC� /l�' /its w/ — 4 2 Project: Type of Inspe ion: U Address: c D S = //fir P/ Date Called: r Special Instructions: Date wagted:2 Y ff a.m. p.m. Requester: Phone No '"chi – S 95 —5 "5 ? INSPECT! • NO. CITY 0 TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 6 0 Approved per applicable codes. Corrections required prior to approval. (Receipt No.: INSPECTION RECORD Retain a copy with permit J c- ED C R EQ r .00 REINSPECTION 4EE . Prior to inspection, fee be ,paid at 6300 Southcenter Blv d. Suite 100. Call the schedule reinspection. 1Date: DO PER NO. Project: ; (hee-SP ( / Type of Inspection: - I-: 9 Address: ,, „23O s J / Called 1 � / 4,4 Si i4 4 Special Instructions: Date Wanted: g 23 -p7 mm._ p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit ^/ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: g A ...cam el. $58.00 REINSPECTION f= EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Proj � d / r ipe i r f of Inspection: �.�i�iJ� , Add s'.' `i'<JC /ate Ca Ne j Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Tc; S - 2� P�'4 e ("' <' /h /eu c��� •2 it/ / (.;(1,fe/ h3 KZAr/L J Pt 424 / , /f'i t. ey,L0- ‘/,6 //e4 /9/4 /-t --1, / s tato4 .T/v Inspector $ i REINSPECT' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: P Dat 2) NO. 6)431 -3670 Project: Type o I - spection: / Address: Date Called: Special Instructions: Date Wanted -67 a.m. Requester: /r A Phone N INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: A 7- El Approved per applicable codes. PER IT NO. 206)431 -3670 orrections required prior to approval. El $58.00 REINSPECTION!EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: rate: Prge5t: 2 / , 4 /4-54. Type otAnspection: Addresf: c3 L) s_S Date Called: Special Instructions: Date W_Anted: (In, Requester: Phone No: -5'75? INSPECTION RECORD Retain a copy with permit INS: CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 0 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspect: IAA A Date: J $ 8,60 at REIN SPE ON FE REQUIRED. P ior to inspection, fee must be 6300 Southcenter Blvd.. Suite iO� Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Type of Inspection: . ' S,a /- e Address: d ad s,% ,y4/d,- 83L. Date Called: Special Instructions: /-. ./r /f// <. /%ve dab: p.m. )P / -/ ! / v6 /,5-.._ 7 l Pro'ec : e'Sc°( /- /r /dry Type of Inspection: . ' S,a /- e Address: d ad s,% ,y4/d,- 83L. Date Called: Special Instructions: Date Wanted: 7— 36 -G / dab: p.m. Requester: Phone N 3 --- S 5' _Ss'; Z CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPE• ION NO. ❑ Approved per applicable codes. (Receipt No.: INSPECTION RECORD Retain a copy with permit 'Date: PE El Corrections required prior to approval. I D (206)431 -367 pector. .00 REINSPECTION FEE R QUIRED. F‘ior to inspection, fee must be id at 6300 Southcenter Blvd. Suite 100. Call the schedule reinspection. Prec : /� /l C • co nte Type of Inspection: / _ ,1 C7i i i r ., Address: / g 30 S/1i ?,�(P/ L Date Called: Special Instructions: Date anted: 2 7 0-- Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D 7- /6 PER NO. 06)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: MX* A ` 4 4, / ern /e2 0 4' I lnspectpr � ✓ 'Date: ffz( El $58.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project; , /'i I Yr3 Pef.l /l 7i/r./. Type of Inspection: >Z /gr77//\/ V Address: c30 6f//1Pi th Date Called: Special Instructions: z74 /A S (e /e /A,'( Date Wanted: ef9—/ a.m. Requester: C) Phone No: a D67-1/ INSPECTION RECORD Retain a copy with permit INSPECT( 'N NO. PERMIT NO. CITY 0 TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Approved per applicable codes. Corrections required prior to approval. C OMMENTS: 3 l 0 I Vd' > >`l P' It d P ,( 't. "Aid n)'N, /r 1 �'i d - L_!1 1i1 - Or) p ✓ovc°( i /{ c � A 5 — > Jsl +t, (/(je'✓ ? r-.vr -r AA X C _ f .00 REINSPECTION REQUIRED. P for to inspection, fee must be id at 6300 Southcenter B d.. Suite 1 Call the schedule reinspection. (Receipt No.: 'Date: Proje_ct: /,..--' �`Jt°f'S , , Type of Inspection:, S >11 , Address: 3) 5 ' ,z a c_ Date Called: Special Instructions: Date Wanted: 5 — / 6, 07 .- p.m. Requester: Phone No: . - SS5 -SS'C' INSPECTION RECORD Retain a copy with permit 1)0,---//9 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 206 ) 431 -3 7 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: C, 40e5 S,J,° 5 i 1 if 0 /�, - .ij)f 5 d u /ivy r eceipt No.. ai at 6300 South Suite D 100. rI Call the schedule f reinspection. 1Date: COMMENTS: /2 i (94 ,le ('/71,i.//t ,600 ,-rh,',-- r , -- / / .'�„ e#2, A/c) .{ , ,. r, IP, 4 - c v o 41 > . > ey t/ 724 le r' r,. -,i1 e ,A.- irk 4.. AI, C t ,"? /l /h- '56 '% , HL , t• . - cc,, l7 dio /roeti ,// Y'r.. e7."..9 _ _77 5, 1 ii.; Cirf e (.6 . 1-36,-/ .S 40.�." 1.7 c7-7/ ilt .4 / Project: pe of Inspection: . Add ess: r, Special nstructions Date Wanted: / .m Requester: Phone No: - — 3" • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Corrections required prior to approval. 206)431- $58.00 EINSPECTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: /7P 4 7 'EC Type of Inspection: 1 7)/1/ (G Address: j S 2 &_ Date Called: Special Instructions: Date W ted: (a.m. Requester: Phone No ,S s 55 - 5V5 ' 2 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: A 0 iy s/% S / .l�a., $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No,: t (Date: Project C_ ki2.e CRV --e. ( f Ac-`-a Ty ,pe of Inspection: F re. P N , Pt t 4)N/se 2 /, 51 Address: ;2, 5- Suite #: „ -,tj-' /Q 2 `, Contact Person: -Bet) F /t4it/ Pre -Fire: Special Instructions: Permits: Phone No.: q4?6 5 E- 3o3O Occupancy Type: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Y Monitor: Pbiu.4 al Pre -Fire: hl Permits: PPr Occupancy Type: A - 2,_ INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 206 - 575 -4407 PI - Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS Corrections required prior to approval. COMMENTS: o erAii tiJ Qe; Cc, 2Lc . • - 1; Inspector: ivy Date: /00/i`7 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: Type of Inspection: Cri - r y t w , j (,q �, 1; 41 1 f i 2� 1 Address: ( Suite #: a O 54 2 61 Contact Person: / a e,u / ra n> 116.4 n0 Special Instructions: Phone No.: L yo -1 p - 3030 Pre -Fire: 11- t> b � 4-e #cd ' ait //4/ k - &* X• o�S n f tb L/ 1 E.3.--,,,,,....,; 5L(Ax /. b-e ( C / t 4-f 4-, - 4 t ciA / s ; r..l r Ke &4- $‹ Proje . s-e CAA 1 ✓ac,�,,t.i Type of Inspection: Cri - r y t w , j (,q �, 1; 41 1 f i 2� 1 Address: ( Suite #: a O 54 2 61 Contact Person: / a e,u / ra n> 116.4 n0 Special Instructions: Phone No.: L yo -1 p - 3030 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: AC- INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT o 7- // PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Approved per applicable codes. I - Corrections required prior to approval. Inspector: Qn Si y Date: /v / /a /0 7 Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: `. Type of Inspection: is 41 ZM /Sv2 / /dje plople&L ,." , ,,,i) /3 ' \ Contact Person: . ` r/ 4 Special Instructions: Pre -Fire: Permits: y Phone No.: i, -236 -/2//9 6.- _ SA2 /Nio /Z - 7 7 /P og - t� - ___<,o, //v /I / ji v es o k V IA/4C - j 40-Rrn U/e - _ gi /vG17_, ( ,Z © U. L , ,3U ,4 - —7, - 17= - � 7 - - a/Z- l -- )/)9j OX Project: e,i 5 -Wit,« 4-cro,ey. \ `. Type of Inspection: is 41 ZM /Sv2 / /dje plople&L Address: 23o 57 Suite #: , ,,,i) /3 ' \ Contact Person: . ` r/ 4 Special Instructions: Pre -Fire: Permits: y Phone No.: i, -236 -/2//9 Needs Shift Inspection: A f i i;g_ De - k. Zs Sprinklers: y Fire Alarm: y Hood & Duct: Y Monitor: {--tNryw i. Pre -Fire: Permits: y Occupancy Type: INSPECTION RECORD Retain a copy with permit Do -7 - //p o3 -S- /q o9-F Zzo INSPECTION NUMBER PERMIT NUMBERS mo9 -062 CITY OF TUKWILA FIRE DEPARTMENT East Tukwi �Va. 98188 206 -575 -4407 J Approved per applicable codes. n Corrections required prior to approval. Inspector: 9,a/ _6/2 ,D /5 /y Date: A /° Hrs.: 3. 6 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: G A c a s c.. cti i/c r- i_404 Type of Inspection: i f : Cu vL/4-- Address: 250 9i2 n,^oic, 61v4. Contact Person: Suite #: Pre -Fire: /3,•// /Jcpv(.. Special Instructions: Phone No.: /- L /Z6 76C— 2796 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 3 INSPECTION NUMBER F Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT • Word /Inspection Record Form.Doc 1/13/06 00— iiq o 7 -s- I97 PERMIT NUMBERS r Park East, Tukwila, Wa. 98188 206 -575 -4407 [1 Corrections required prior to approval. COMMENTS: O/1 % �� Gov -c,2 . Inspector: S) . _ i S Date: 9/7/07 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: j �,� i`` Type of Inspection: P y dro l 4vicva ccii . Address: Suite #: / ` : Contact Person: 6 , /l Pe Special Instructions: Occupancy Type: Phone No.: Wf- 7GG• Z 7 pnc/ _5 ' C- I)(. ' / 'i'- 7 ,c 21 0 P 5 S1J— n 5 Z1 v, Z./ CPS,L 0k' ' ' C�� rre 4deez5 i0Aa ' t 1,-) ,bl . f,npla � 12esileaar►; 5 PO 6)1C- i - 1 sec ekr 5 We). Q�s-i �cUrn S He 4s J on 6 ✓ -evti tlhw4 - Cap,6n, 4/1.14_ 7 1,40 -- Project: G h , ,es, C, l j �,� i`` Type of Inspection: P y dro l 4vicva ccii . Address: Suite #: / ` : Contact Person: 6 , /l Pe Special Instructions: Occupancy Type: Phone No.: Wf- 7GG• Z 7 Needs Shift Inspection: i. Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER f V ] Approved per applicable codes. INSPECTION . RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT ()i— i n7- 5- 197 PERMIT NI�MBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 n Corrections required prior to approval. Inspector: 5 , Date: 9/0- Hrs.: Z n $80.00 REINSPECTION FEE,REQUIRED. You will receive an invoice from the City of Tukwila Finance Department: Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: L'f lE-E SL c A KE r -TOgy Type of Inspection: 3p ,z I N/ L Address: 2 — o S A N D� Suite #: Contact Person: - _ - _A - i3 N A6A0 Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT - 1>cq - 115 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 n Corrections required prior to approval. COMMENTS: Inspector: �J Date: y /pq- rs $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 .i KLEINFELDER M employee owned company October 9, 2007 Project No: 83596.MAT Mr. Doug Middleton The Cheesecake Factory, Inc. 17701 Mitchell North Irvine, CA 98188 Subject: Final Special Inspection Report The Cheesecake Factory — Tukwila 230 Strander Boulevard Tukwila, Washington City of Tukwila Permit No. D07 -129 (Foundations) City of Tukwila Permit No. D07 -119 (Building) RECEIVE[ OCT 112007 PERMIT CENT & Dear Mr. Middleton: This final special inspection report has been prepared to serve as documentation that Kieinfelder's Special Inspectors have performed special inspection services on the following structural building construction referenced by City of Tukwila building permit number's D07 -129 and D07 -119: These services were requested by you as the project owner in accordance with your construction documents and the requirements of the International Building Code. Our services have included inspections on the following portions of the work as required by the project plans, specifications, IBC building code requirements and local jurisdictional requirements at the above project site address: • Structural Steel Shop Fabrication, • Structural Steel Field Erection and Welding (including metal deck and UT Tests); • Structural Reinforced Concrete Greater than 2500 PSI Strength (including pile foundation installations). (It should be noted that our services on pile installation was limited to rebar placement and grout placement and testing and did not involve aspects assigned to the Geotechnical Engineer of Record for the project); • Structural Reinforced Masonry; and • Epoxy and Wedge Anchor Installation; 83596/SEA7L201.doc Copyright 2007 Kleinfelder Page 1 of 2 October 9, 2007 Kleinfelder's ICC/WABO Certified Special Inspectors performed the above listed special inspection services between the dates of July 3, 2007 and September 5, 2007. Based upon our inspectors observation's and written reports of this work, it is our professional opinion that the above inspected work was performed, to the best of our knowledge, in accordance with the approved plans, specifications, and applicable workmanship provisions of the International Building Code. We have employed generally accepted engineering and inspection practices and procedures in the performance of these services. By this letter we do not undertake the guarantee of construction, nor do we relieve the contractor of their primary responsibility to produce a completed project conforming to the approved project plans and specifications. No warranty is expressed or implied. We trust that this report serves to meet your needs at this time. If you have any question regarding our inspection services or need additional information, please contact our office at (425) 562 -4200. Respectfully submitted, KLEINFELDER WEST, INC. y . Mason, PE for Materials Engineer eattle Area Materials Group Manager cc: Mr. Ben Flanigan, GB Manistoe Building Official, City of Tukwila Building Department 83596/SEA7L201.doc Page 2 of 2 October 9. 2007 Copyright 2007 Kleinfelder A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881 -5812 REDMOND, WA 98073 FAX: (425) 881 -5441 CUENT: ATTN: ADDRESS; INO:O7 -/ 3 Z I DATE I Z 7 TcJL.7e77 PROJECT : r / <lee34 0 ,4e-e r- Acta,e' ADDRESS: : ;` 3 p STrei4t0e2 /it- vU ENGINEER: .ARCHfrEGT: CONTRACTOR: OWNER: PERMIT NO: I TIME ' I TEMP: 0 SI -tie 4S gee v E'S i e re /Z. S'1Y2 ✓t/` ' 7/?-� S' cit L /' 7? o.,! /{ -.[,b 1//s v✓9-L Pv 'co • / ,y »'Pc/ 7 v et/: co 4c,0,-1,v C S_ kiA- S 1/ L co w 6'. r G (l T► -r.� Ft 0 / n 4-nt') 5 A-5-. /a t ATC- we c- .)e /3 Go"/ C c> Pc. ,P,r 'r - / -n o 4.AJe s A -i C0 L fr.7 ) ��L'7 f/� e �C.�•e,i 7L� -x'70 �/ t4. re,* A-3 A- -) 1 c-4,4.v4_-t ) C o t �/ Ceys.1 /�L•w.+ . h'/o/v ifv /z tic 17oz_i A /9i. 5 7 z v c 7 n 4 57 t S 1 -.. a e c e - r $ ' 5-e / - v fez) AAA-. lit i SA E' 7? o -'5 W e/S fb <O Lc, s-, Al 420-1,/1.-f r 4.45 17/ / / 4-/5c rl c/zuJ T $PC7 .ir4 .r-, CONFIRMATION #: .4- a / it f-e- ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CUENT AND AAR. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING IS STRICTLY FORBIDDEN. A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 CUENT: ATTN: ADDRESS: Phone: (425) 881 -5812 REDMOND, WA 98073 FAX: (425) 881 -5441 KENO: O. / Z DATE: PROJECT : .IW a cc -e-QS e ci e ie ADDRESS: 2=3a .S'7?Z*4,OeQ /S L & o ENGINEER ARCHITECT irceiv CONTRACTOR SEP OWNER 0 6 2007 PERMIT N0: TIME{ D�EI n TEMP: PI c0 S. re A-5 11 e. & ue Sri' O G.) et aetzs TA w, to S 0 w P,.' 4) a Y6 7 vINCe Poo I o 1,, 0 3‘6 Z nI. /���. « w a Z 9i F- v'rL OA/viec i7ero op AA/ w o 3 s PA& 1112 ,4 v. w o £3 / 2 CONFIRMATION #: 1./is v.4 e`o C ,,•• r/wv A r9 3 //Y S Pe cite) Al UN w eAo /Arc- /4 C /re ,A./z_ ca c , • A-7 L_1 L -3 C /� -/ / A - ) - 2 A-N-0 c -- 8_ fry-c. Cf, J'te ear rot,- t. - s t „e � AiA TRS s /4/ y,F' ? G✓ /.n /.c- ,l r'a Pe ve r n/- P2r1,✓ tie L. oy A-hT ' o- ze.v r CO3vtiec775'.(s / i(5fA -L rlo O 5 reel D erfr ..0 4 0”, P //V – n/tOcess AFL SPecT7 o vS AZ-e 69/1/~ i- iit/ T /C7 Gii4 fa/ /4"5. / /-ISc /4-xeo fjza7Pcc 57ec /FA -cam INSPECTOR ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CUENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING IS STRICTLY FORBIDDEN. SP. . s A ite ffurr) Pv NcAle,' 6 � p..e . CONFIRMATION #: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881 -5812 REDMOND, WA 98073 FAX: (425) 881 -5441 CLIENT: ATTN: ADDRESS: f -E$.0:..fl :7 -/3 2 DATE :. I Z g N%U -Y©7 PROJECT : /i Cl-/evJ C,1t' 2 CRESS: : 23o 5171A-.voeti /34.v0 rvic ca /4 i9' ENGINEER ARCHITECT: RECEivE CONT RACTOR: SEP 0 OR: 5 20u PERMIT NO- I TIME DE VEL QpA O k TEMP: mit( 5, /15 Re di ve$T fi ,,,t- me 5Pec r70�✓ o.� Sr/L,.) cry /7A .S rer /1./J 57a1" L A "Co Je; goof "re Tiff . Dec,c/we is 5 rr...v, p w / 71/ 4 CO wi ja, M4 70 -, di, /-'/c r/ f/ /.5 ✓ta /°PPDLe t✓ct D.S.. //V5PPCr (r?.) 4.2 P Ca„ p . evz r v/ r / t ∎Anc) •44S /_ . / 4(5c "N0 P/toJ - err £PPc r IC07 c -,7c)- LW rae U C - e 44.4 -s.' ra L,A-c/c e,F C© -p ge/ -4JZ ft 3 4 2S 45r7.1 2o4 ,(3Arts Write L1/ Cie ep 7v Roc.. 1 N,Tse FQ/' 2 Ae o l 8/912.5. 4 a. 4t 5 /7.4A..3 bJ ea Q G✓ Pe-g- e 2 Om) eorro' -- A.0( ,, /4-Z. C. 'erte wec.o.Qq fert 44)S Ill. / /7.cc f.9/3Ge 4,) e LO S. 71(15 Co Fr'rr d ,U G Retail Tr) Co C C" f W e G. / f(C m' 5 ro t' e'xes ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING IS STRICTLY FORBIDDEN. REPORT BATCH DAT J ACTUAL e r wai R�por u nr�er; MATERIAL ''PE 6 MENTTYP DESIG i {L BS.) 7- 13 J D fa. 7 -21 e 7 y ref cf ci re s ( g sd � - LYH. .„—� _-''` J � // G� ( [ w - AC'a8aAT�w . c. 4 (Tr 7 4-a.-" G. 4 f& .ice,. u',�'g*� 1377 . AilLaiLA /i , _ r _41AL. 2 7, -- ✓ 1406 A.A.R. TESTING LABORATORY, INC. P.O. Box 2523 Redmond, WA 98073 Phone (425) 881 -5812 Fax (425) 881 -5441 MATERIAL DATA - FIELD: CONCRETE/MASONRY: a �_ � / /r te _/i AA... 40 ,4411 , ii. MATERIAL DATA - LABORATORY: CONCRETE: ASTM C78 1 CONFIRMATION #: ASTM C173 ASTM C140 ,LAN YES ❑ NO ASTM C1019 ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF CLIENT AND AAR TESTING. LABORATORY INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF AAR TESTING IS STRICTLY FORBIDDEN. C /341 /'vj ASTM Cl 4 S4146. STM C1064 ASTM C231 CONFORMING TO APPROVED PLANS Explain if "NO" ASTM C39 ASTM C192 ASTM C617 ASTM C1231 ASTM C42 e r wai R�por u nr�er; 1 7- 13 J D fa. 7 -21 e 7 y ref cf ci re s ( g sd � - - -- - .„—� _-''` Engi r erp7lfi�t? c ontr agto ` r. y ° , , �- . c. 4 (Tr 7 4-a.-" G. 4 f& - ' • . AilLaiLA /i , _ r _41AL. A.A.R. TESTING LABORATORY, INC. P.O. Box 2523 Redmond, WA 98073 Phone (425) 881 -5812 Fax (425) 881 -5441 MATERIAL DATA - FIELD: CONCRETE/MASONRY: a �_ � / /r te _/i AA... 40 ,4411 , ii. MATERIAL DATA - LABORATORY: CONCRETE: ASTM C78 1 CONFIRMATION #: ASTM C173 ASTM C140 ,LAN YES ❑ NO ASTM C1019 ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF CLIENT AND AAR TESTING. LABORATORY INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF AAR TESTING IS STRICTLY FORBIDDEN. C /341 /'vj ASTM Cl 4 S4146. STM C1064 ASTM C231 CONFORMING TO APPROVED PLANS Explain if "NO" ASTM C39 ASTM C192 ASTM C617 ASTM C1231 ASTM C42 A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 CLIENT: ATTN: ADDRESS: REDMOND, WA 98073 FAX: (425) 881 -5441 /rP f9 v,_1 e? ‘C Phone: (425) 881 -5812 n E. HD: a 7 -/ 3 Z PROJECT: 94 r CYf e@s c. CA*e r•4-c i,2 ADORE : ': 2 30 S rf2mu, Sc or, CITY: ENGINEER ARCHIT CONTRACTOR 6_6 ai A , ' / i t / I $ r 0 , mo o l o p/ Na OWNER: `{P t/w r° ty c2 X &.'e G i, i.vi- P /Zv C r /,t In 4.S P v /Pali (2 I r, l' /soft /c w 5, -.,A4) CONFIRMATION #: • c E/?,ec1'rc'.✓ p/.- J7PPL /A/ P/?v Gme. sS,,, 7 !Li /? O / r //t4. C i'° r / 7 -2.7- DATE::: I Z G kn 137 SFP Oev PERMff NO ... QC7 7 - /l TIME 1 TEMP :I 64/ cC/ Te As /re v pc ref) /c-Iv2 ar7 G 7 /n../6 (1/ S vril, I.✓eG d /r/t- /At5Pec17v/v, PRA G r/S/G S 4-Air S fTP /f P Qt U S w eci)/.tif- c7/ Cho Y" C a /4-t - l/VS Rec /70/V/s 4 C9.-' A /2 w, //.e' 4 /?., /IC 1"/ARO /1W 5 /7/./ /1/ SC AA //2 f / ?vv r S l/A c/9 r? ot/ S_ ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING IS STRICTLY FORBIDDEN. MATERIAL " BA DA TA G GN ( LBS) ' t 7 YP �N�` X 331 k ACTUAL -- \14(L 1453 1 \ B '5`Y A GATES 2 /411 ---_-.......- s' NI (1 , \2 AblAt IN E1 T ; / �,g C> $Y1.N0M.' 0-4'V '17'e MATERIAL DATA - FIELD: CONCRETE/MASONRY: 8!TIO:n1 �3 CONFORMING TO APPROVED PLANS ASTM C231 ASTM C173 ASTM C140 YES ❑ NO INSPECTOR: REVIEWER: CONFIRMATION #: A.A.R. TESTING LABORATORY, INC. P.O. Box 2523 Redmond, WA Phone (425) 881 -5812 98073 Fax (425) 881-5441 : a1 Repo Irl urriI ?% �1 ( /v'( ect� r ' oirm ca w ASTM C138 ASTM C1019 Explain if "NO" MATERIAL DATA - LABORATORY: CONCRETE: ASTM C78 ASTM C39 ASTM C192 ASTM C617 ASTM C1231 ASTM C42 ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF CLIENT AND AAR TESTING. LABORATORY INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF AAR TESTING IS STRICTLY FORBIDDEN. c)(a ?J CONFIRMATION #: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881 -5812 REDMOND, WA 98073 FAX: (425) 881 -5441 CLIENT: ATTN: ADDRESS: FILE NO: ( 32t yoJECT -cam./ ADDRESS N i1 CITY: ENGINEER: 1 LPF-fF)k pv ARCHITECT. PERMIT NO:. V ti cZ TIME: TEMP:I nom OELTuray v -& Q c S t-pas 1' I ,i) $, ° I) , *i II 1Wc.t 1das QQ) AQL y aluAlAe0 co k S-f -- C & M%cdz_ eA SAn r_ 2-- 22 - EPo>cy tAAL tkel e k g c i-1 / ,,.hA v �, 5 W 4 W - - 164c2_4> I a s -rat` ( l'SG - r«Cf-P D ' V-Q 5 2/ P � kNS S (e -44Mp �o *N k ►r,AS -,() { kJ Q\ tkS l lY c \nom &cQ O T P s(> ` � S INSP iibf ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING IS STRICTLY FORBIDDEN. CONFIRMATION #: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881 -5812 REDMOND, WA 98073 FAX: (425) 881 -5441 CUENT: ATTN: ADDRESS: MIX :HO: "7 —( BATE:.:i 1- 24° PROJECT: nPL14.O_ Q a1/4 &(Z(' — N 1 ) ADDRESS : -7 :, CITY: rfi { ENGINEER ; k eamg I st- p / `1t44-cabri ARCH[FECT: CONTRACTOR: Zst vh A-FAv1 iS`f OWNER: pER, rr` NO: VC-0 P TIME1 TEMP: f 40 f6A. \-k-cias coe-R— tc-x.tivk +1•14.4)si,teD (')C Nhr3< \O AS._ oe.101 1 \ INSPEC •R S(/) ED MJ esci 1434P ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING IS STRICTLY FORBIDDEN. _ 5 .. ,,. tP` 43 r � : �fr G ; "� ,t. A - S.4L t . . ?, iG S S "' r+ µ LABORATORY °DATA r F` y�l4s � � � 'SSt "S ' .J'. .. .::•Y' `.. ' Tst. ' 3 '� fi..q ra �� Sr� •rw .v.. ,.. q ^�'� $n b.E .bz. nss 1 S ` ` . Y gx'n�,.' , S'�F+,�, .. SAMPLE NUMBER DATE TESTED AGE (days) DIMENSIONS (in.) AREA z (in) ULTIMATE LOAD (lbs.) COMPRESSIVE STRENGTH (psi) REQUIRED STRENGTH (psi) FRACTURE TYPE 8072 A 8/1/2007 7 1.99 x 4 x 3.11 22350 7190 3 8072 B 8/22/2007 28 2 x 3.9 x 3.14 33340. 10610 5000 3 8072 C 8/22/2007 28 2 x 3.9 x 3.14 25310 8060 5000 3 D x. x E x x . F x x G x x H x x AVERAGE 28 DAY STRENGTH (psi): 9330 C itZ K I , I I!d - . J I j t- Ij; 2405 140th Avenue NE, Suite A101 Bellevue, WA 98005e 25) 5 62 none (425) 562 -4201 Fax COMPRESSION TEST REPORTaFV °MMz, 2.90? �`Op�T REPORT DATE 8/29/2007 REPORT TO Cheesecake Factory 17701 Mitchell North Irvine, WA 98188 Attn.: Doug Middelton r IX� DATA? MATERIAL TYPE Concrete Cylinder ASTM C39 SUPPLIER MIX DESIGN NO. J15000 DESIGN STRENGTH 5000 PSI DATE SAMPLED 7/25/2007 SAMPLED BY AAR SUBMITTED BY AAR TIME BATCHED TIME SAMPLED TIME IN TRUCK DATE RECEIVED 7/30/07 INITIAL CURE TEMP. High: Low: REMARKS,CC: Corliss CONTRACTOR GB Mannisto SAMPLE LOCATION: Structural steel column base plates TRUCK/TICKET/LOAD onsite Mix SLUMP (in.) ASTM C143 PROJECT NO. 83596 PROJECT NAME Cheesecake Factory LOCATION Tukwilla, WA PERMIT NO. Pi107 -080 SLUMP WI PLASTICIZER (IN.) AIR TEMPERATURE ( °F) MIX TEMPERATURE ( °F) ASTM c1 o64 AIR CONTENT ( %) ASTM C231 UNIT WEIGHT (pct) ASTM C138 BATCH SIZE (cy) WATER ADDED ONSITE (gal) CEMENT TYPE CEMENT FACTOR MAX SIZE AGG (in.) ADMIXTURES TASK NO. MAT Type I & II 7/8 Inch MEASURED 73 75 SPECIFIED Reviewed By: J A. Revard, C.E. . / Laboratory Manager/Technical Director Date gust 29, 2007 Unless prior arrangements have been made, all HOLD specimens will be discarded if required strength is attained. As a mutual protection to our clients and ourselves, all reports submitted are the confidential property of our clients and authorization for publication of statements, conclusions, or extracts from our reports are reserved pending our written approval. (c) Kleinfelder West, Inc. Certified Inspection Services, Inc. Procedure No.: 1 Base Metal Type: fe Surface condition: as welded Joint details: TC U4b Instrument: Mfg.: Krautkramer Branson Transducers: Mfg.: KB Aerotech Dimensions: .75" x .75" Dimensions: 1" dia. 1069 SW 328th Court, Federal Way, WA 98023 Phone (253) 927 -0626 Fax (253) 661 -2984 Ultrasonic Weld Inspection Report AWS D1.1 Approved By: Procedure Ultrasonic Equipment Inspected By: Steven R. Hill Customer: Kleinfelder, Inc. Project: Cheesecake Factory Specification: AWS D1.1 -2006 Acceptance Criteria: Statically Loaded - 6.13.1/Table 6.2 Prcedure No.: UT101 -1, Rev. 6 Job Description: Ultrasonic inspection of: complete penetration welds, as listed. Remarks: LUG - 1 2007 .. RIECENED AUG 2 2 2007 Date: 7/28/07 Job No.: 83596 Report No.: 28862 Weld Joint: TC- U4b-GF Weld Process: FCAW NOTE: The Outboard 2 -1/2 in. of the top flange welds were not inspected due to roof angle shop welded over the area adjacent to the weld (transducer contact surface). NOTE: The bottom fange welds were not inspected due to backing bars still installed. The web welds will not be inspected until the engineer clarifies that it is required. Model: USN 58L Frequency: 2.255 MHz Angle: 70 deg. Angle: Straight Beam Level: III coM4iUNI ry DENELOPm Serial No.: 01353B CERTIFIED INSPECTION SERVICES AWS ULTRASONIC WELD INSPECTION REPORT Customer: Kleinfelder, Tnc. Report No.: 28862 Job Description: The Cheesecake Factory D No, Angle Leg A B S Path Length X Y Thick. C D Depth Status 70 50 .602 0 - .000 70 50 .602 0 .000 70 50 .602 0 - .000 70 50 .602 0 - .000 7 0 50 .602 0 - .000 70 50 .602 0 .000 70 50 .602 0 .000 70 50 .602 0 .000 Weld I.D. R# Remarks Pc. Mk./Level Ace IA Top Roof Acc. 2A top Roof Acc. IL Top Roof Acc. 3L Top Roof Acc. 1F Top Roof Acc. 1G Top Roof Acc. 8A Top Roof Acc. 8C Top Roof NOTE: The bottom flange welds were not inspected due to backing bars still installed. The web welds will not be inspected until engineer clarifies that it is required. NOTE: The outboard 2-1/2 inches of the top flange welds were not inspected due to roof angle shop welded over the area adjacent to the weld. (Transducer contact surface) Page 1 INSPEE rED BY yJ +� Repair % 0.0% Reject % 0.0% v n 73 Qo C m 0 vc 3 iv r: R7 ? rn H iv r 0 0 Certified Inspection Services, Inc. Customer: Kleinfelder, Inc: Project: Cheesecake Factory Specification: AWS D1.1 -2006 Prcedure No.: UT101 -1, Rev. 6 Job Description: Ultrasonic inspection of: complete penetration welds, as listed. Remarks: Procedure No.: 1 Base Metal Type: fe Surface condition: as welded Joint details: Instrument: Transducers: TC- U4b -GF 1069 SW 328th Court, Federal Way, WA 98023 Phone (253) 927 -0626 Fax (253) 661 -2984 Ultrasonic Weld Inspection Report AWS D1.1 Mfg.: Krautkramer Branson Mfg.: KB Aerotech Dimensions: .75" x .75" Dimensions: 1" dia. Date: 7/28/07 Job No.: 83596 Report No.: 28862 Acceptance Criteria: Statically Loaded - 6.13.1/Table 6.2 Procedure ir ir ■urilr kinr Ultrasonic Equipment Model: USN 58L Frequency: 2.255 MHz Angle: 70 deg. Angle: Straight Beam Inspected By: Steven R. Hill Level: III 6-? Approved By: ,,% n ' " — 1 2007 f Weld Joint: TC- U4b -GF Weld Process: FCAW NOTE: The Outboard 2 -1/2 in. of the top flange welds were not inspected due to roof angle shop welded over the area adjacent to the weld (transducer contact surface). NOTE: The bottom f;ange welds were not inspected due to backing bars still • installed. The web welds will not be inspected until the engineer clarifies that it is required. Serial No.: 01353B CERTIFIED INSPECTION SERVICES AWS ULTRASONIC WELD INSPECTION REPORT Customer: Kleinfelder, Inc. Report No.: 28862 Repair % 0.0% Job Description: The Cheesecake Factory Reject % 0.0% D No. Angle Leg A B S Path Length X Y Thick. C D Depth Status 70 50 .602 0 - .000 70 50 .602 0 .000 70 50 .602 0 .000 70 50 .602 0 - .000 70 50 .602 0 - .000 70 50 .602 0 - .000 70 50 .602 0 .000 70 50 .602 0 .000 Weld I.D. R# Remarks Pc. Mk./Level Ace. IA Top Roof Acc. 2A top Roof Ace. 1L Top Roof Acc. 3L Top . Roof Acc. 1F Top Roof Acc. 1G Top Roof Acc. 8A Top Roof Acc. 8C Top Roof NOTE: The bottom flange welds were not inspected due to backing bars still installed. The web welds will not be inspected until engineer clarifies that it is required. NOTE: The outboard 2 -1/2 inches of the top flange welds were not inspected due to roof angle shop welded over the area adjacent to the weld. (Transducer contact surface) Page 1 INSPECTED BY • g x.� CLIENT: • ADDRESS': A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881.5812 REDMOND, WA 98073 FAX: (425) 881.54441 CONFIRMATION #: A W .1/C? fe/cv sr CA-A° 1040 #JO'. s . • TIME:I 'PA) St re- /1 A c 'pesieo 4 SPecil04 • , - 1 SPI:CTO R 9 ' ho c .T�MP1 ;j ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL WITHOUT THE WRITTEN CONSENT OF A.A,R. TESTING STRICTLY FORBIDDEN. MillilliM �r l ,f .rtl ,,, ` • , tEMP MIMI A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881 -5812 REDMOND, WA 98073 FAX: (425) 851-5441 WENT: ATTN: ". • i4DDRES$• r CONFIRMATION #: SPECTO atot.) ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE ROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R TESTING IS STRICTLY FORBIDDEN. A.A.R. TESTING LABORATORY, INC. P.O. Box 2523 Redmond, WA Phone (425) 881 -5812 98073 Fax 425 881 -5441 j ' !; 1 l j ° ,r ^R' i C�Jr� ,14114:#1 . .: . �J il:!'� s..n. i { ( iJ� il 1� � ° � ° 1 n, J tl• it t ;�l4 .J;fl .ti.� lR?i�la;l IEIhi! �1t:4� 1144 .1JSY�L.yi �X � MATERIAL DATA - FIELD: CONCRETE/MASONRY: ASTM C231 CONFORMING TO APPROVED PLANS Explain If "NO" MATERIAL DATA - LABORATORY: CONCRETE:. ASTM C78 asTM. c1 ASTM C173 ASTM 0140 YES NO v � a^lA 9 . CONFIRMATION #: ASTM C39 ASTM C192 ASTM C617 ASTM C172. ASTM C1019 ALL RCF'OnTS ME CON31DtAED CONFIDENTIAL AND ARE THE PROPERTY OP CLIENT AND A11R TT'STIN3. LAEORATORY INC. REPRODUCTION EXCEPT IN PM 11 . u..-. «.. rronwNf AC ♦Ai7 T*R71NA IS STAICTLY FOREIDDCN. ASTM C138 loi 7:3 ASTM 01231 ASTM C42 METAL STUDS @ I6"oc PER ARCH'L. TYP. CONT. TRACK w/ 1/2"0 A.B. @ 48"oc w/ WASHERSS I/8 "x2 V2" SG. TYP. #4 OWLS ® 24 "oc CONC. WALKWAY WHERE OCCURS 5EE ARCH'L. w/ 4" MIN. CONC. COVER ear 1 1/2" MIN. DRYPACK W (3) #6 DIALS. EA. 5I DE TYP. 30" z N w N A 5EE ARC 1 9t ` � W I �► — I I r 01 I f )XTERIOR COLUMN FOOTING II STEEL COL. P ER - fyL/ FOR SIZE 4 BASE It 5EE COL. SCHED. #3 CONT. 1/4 V (4) 8/4 "Q A.B. w/ DBL. NUTS CONC. SLAB PER PLAN #4 DWL.S ® 24 "oc r ,STEEL COLUMN -SEE (N) CONE. BRO. PAD t (N) 2 1/4" LONG THRD. COUPLER TYP. (E) ANCHOR BOLTS I " 1 '- 0 11 ♦ 6 4,41. 4 / Nr it 0 WASHINGTON STATE FIRE MARSHAL'S OFFICE . FIRE SPRINKLER ADVISORY BOARD Contractor's Material and Test Certificate for U nderground Piping PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contracted personnel finally leave the;ob. A certificate shall be lilted out and signed by both representatives. Copies shall be prepared for approving au:rtorities. owners. and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor lot faulty material, poor workmanship, or lailure to comply with approving authority's requirements or local ordinances. PROPERTY NAME /7/ , e25 „„ c k —, F e--I U r•' I DATE �hh t,^ l ,e � 0. PAOPERTYADORE ,/ c_ � / t• r y ,f / / . ;% /,� /IE/ K/ 3 PLANS ACCEPTED BY APPROVING AUTHORITIES (NAME ADDRESS INSTALLATION CONFORMS TO ACCEPTED PLANS EQUIPMENT USED IS APPROVED IF NO, STATE DEVIATIONS y YES NO .2 YES ❑ NO INSTRUCTIONS HAS PERSON IN CHARGE OF FIRE EOUIPMENT BEEN INSTRUCTED TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO, EXPLAIN AS 0 YES IN NO HAVE COPIES OF APPROPRIATE INSTRUCTIONS ANO CARE AND ` YES ❑ NO MAINTENANCE CHARTS BEEN LEFT ON PREMISES? IF NO. EXPLAIN LOCATION SUPPLIES BUILDINGS UNDERGROUND PIPES AND JOINTS PIPE TYPES AND CLASSZ— /-► .Ss TYPE JOINT ter PIPE CONFORMS TO �P11 2 - 4 STANDARD )K YES ❑ NO U YES ❑ NO FITTINGS CONFORM TO /.� ;f Q a-7 STANDARD IF NO. EXPLAIN JOINTS NEEDING ANCHORAG1 CLAM ED, STRAPPED. OR ACCORDANCE WIT PP '. STANDARD BLOCKED IN _0 YES ❑ NO I IF NO. EXPLAIN ' TEST DESCRIPTION FLUSHING: Flow the required rate until water is clear as indicated outlets such as hydrants and blow•olls. Flush at flows not less (3331 Umin) for 6•inch pipe. 1560 GPM (5905 Umin) for 8-inch GPM (13323 Umin) for I2•inch pipe. When supply cannot produce HYDROSTATIC: Hydrostatic tests shalt be made at not less than -r by no co+lecticn of foreign material in burlap bags at than 390 GFM (1476 Umin) for 4-inch pipe, 880 GPM pipe. 2:e13GPM (S235 Umin) for 10-inch pipe. and 3520 stipulawd Pow rates, obtain maximum available. 2N.013.8 bars) lot two hours or 50 psi (3.4 bars) ;'•�= ye.vdoikmanship is satisfactory. have bale or no leakage at 2 q :s. ;et hr. (1.89 Ut•.) per 100 joints irrespective of pipe leakage occurs at a low joints the installation shall be DI allowable leakage specified above may be for each metal seated valve isolating the test section. hydrants are under pressure. an additional 5 oz per above static pressure in excess or 150 psi (10.3 bars) for two hoyrt LEAKAGE: New pipe laid with rubber gasketed joints -shalt,•TY the joints. The amount of leakage at Inc joints shall not exceed diameter. The leakage shall be a stributed over all joints. II such considered unsatisfactory and necessary repairs made. The amount increased by 1 II oz per in. valve diameter per hr. (30 mU25 mrn/h) II dry barrel hydrants are tested with the main valve open, so the minute (150 mUmin) leakage is permitted for each hydrant. i; FLUSHING TESTS ,,PUBLIC NEW UNDERGROUND PIPING FLUSHED ACCORDING TO YES ❑ NO — ?_fSTANOARD BY (COMPANY) IF NO, EXPLAIN , HOW FLUSHING FLOW WAS OBTAINED (Z'PUBLIC WATER OTANK OR RESERVOIR ❑FIRE PUMP /`— THROUGH WHAT TYPE OPENING ❑ HYDRANT BUTT. JZOPEN PIPE LEAD•INS FLUSHED ACCORDING T I Z STANDARD BY (COMPANY) ) YES • NO IF NO, EXPLAIN HOW FLUSHING FLOW WAS OBTAINED WATER CTANK OR RESERVOIR ❑FIRE PUMP THROUGH WHAT TYPE OPENING ❑ Y CONN, TO FLANGE OPEN PIPE 8 SPIGOT UGC. i i U/ U/;100 UULUU1UULMO 1111.. J V V J V V L 1! J r . V �v ? -1IT UGC. 11 U! U/: 1 •■ a HYDROSTATIC TEST LEAKAGE TEST HYDRANTS CONTROL VALVES REMARKS SIGNATURES AU. NEW UNDERGROUND PIPING HYDROSTATICALLY TESTED AT 0 U PSI FOR Z- HOURS JOINTS COVERED 0 YES 0 NO TOTAL AMDT OF LEAKAGE MEASURE GALS. HOURS ALLOWAQL.E,LEAKAGE GALS. Z HOURS NUMBER INSTALLED TYPE AND MAKE ( ALL OPERATE SATISFACTORILY 0 YES ❑ NO WATER CONTROL VALVES LEFT WOE OPEN ❑ YES ❑ NO IF NO, STATE REASON HOSE THREADS OF FIRE DEPARTMENT CONNECTIONS AND HYDRANTS INTERCHANGEABLE WITH THOSE OF FIRE DEPARTMENT ANSWERING ALARM 0 YES ❑ NO DATE LEFT IN SERVICE 0 / 2 /0_7 S 1� S f ,. 6 ft C — r s r- r c ".Ark 'CC G tdd c•ca•-S NAME OF INSTALLING CONTRACTOR TESTS WITNESSED BY FOR PROPERTY OWNER (SIGNED) I TITLE DATE ALLIN ONTRACTOR I JED) TITLE, I DATEr,, / CERTIFICATION ADOMONAL. EXPLANATION MO NOTES IuB BACK • ADDITIONAL EXPLANATION AND NOTES t CERTIFY THAT THE INFORMATION HEREIN IS TRUE AND THAT THIS SPRINKLER SYSTEM WAS INSTALLED IN ACCORD- ANCE WITH RCW 18460 AND THE RULES ADOPTED BY THE WASHINGTON ADMINISTRATIVE CODE AS ADMINISTERED B' THE STATE FIRE MARSHAL W: GOEnO L v 0 w- Pt•su.r %; Ll•'tt4: E Of FIGTE OF •• . j1 NCY MOLDER (PRIM W TYPO • •" ',�� k ' ' tl, as CERTIFICATE REGISTRA • -; • ' ' l••+' `. r 47c — DATE Z 07 U ULUJ I/ l UUCIJ l Ill. J O U ...IOC. 1 1! J r•L. P;: n PIE )C-E) 7::pt STRUCTURAL CALCULATION for THE CHEESCAKE FACTORY TUKWILLA, WA (07017) ARCHITECT: Architects Design Consortium, Inc. Building Department submittal February 23, 2007 St M 00 -+ RECF - N 1 Ran Ai1UDL ZgZ50 9 ‘011127 FILE COPY Per m t No. REV FOR CODE COMPLIANCE APPROVED JUL 2 5 2001 City Of Tukwila B ILD N DIVI ION JUL 11 2007 ii DESIGN LOADS: Loads07017 ROOF: METAL DECK 1.0 ROOFING 6.0 GYP. BOARD SOI'1.11 S 7.0 INSULATION 2.0 FRAMING 4.0 SPRINKLERS 1.5 M & E 2.0 MISCELLANEOUS: 25.0 psf ROOF AT TOWER: ROOFING: 10.0 DECKING: 3.0 FRAMING: 3.0 MISCELLANEOUS: 2.0 25.0 SEISMIC: EXTERIOR WALLS (MASS) 17.00' x 20 psf= 340 plf EXTERIOR WALLS (GRAVITY) 14' X 20 PSF= 280 plf Ss = 1.424 Si = 0.488 Soil Type Se WIND: Velocity: 90mph Exposure: B 2003 International Building Code CHEESECAKE FACTORY, TUKWILLA, WA 20 psf ROOF SNOW LOAD (Pg = 25 psf) 20.0 psf ROOF SNOW LOAD (Pg = 25 psf) SHEET /4.. JOB IMP Aorl JOB Vor _ , , 4141 ' /ti's' Ihiso DESIGN OF Imo L ENGINEER 1 3 1 r SHIMAJI & LASCOLA structural engineers rs 01 CeC.r 0.1(1)(1)Ci. ► ) 0.1r - 1'' = 11.2 116c ��•ti se mrt k Ida` hr =1 =p, 4 T; - 1.5 ' 2_cp1 ,'.' = hi- 1 = In -� 14. a 5. ;1`; ,„ w� = 4t�t , ��Z P z 11 IlIl pr //f12.12 [4(orr ) -4(042 1_ 21uplA 1191 Rtb R( 0Al2 (i6t = 22obt 4 (4 = SHEET NO. /5 2 DATE 10 8 2 FIGURE 7-8. Configuration of Snow Drifts on Lower Roofs I I I if l > 600 ft, use equation Balanced Snow Load <25 ft, use iu = 25 ft 3,-- 4 I he; 0. 1 1 3 v I u Vp 1.5 I I I 11 I I [ I 0 . 40 1 0 80 100 p Ground Snow !lad (Ib/ft To convert lb/ft 2 to kN/m 2 , multiply by 0.0479. To convert feet to meters, multiply by 0.3048. FIGURE 7-9. Graph and Equation for Determining Drift Height, h, ASCE 7-98 81 ff s it JOB ENGINEER 0S5 • 12.(o.004- • �. 4 to(Etv ce31 � =a a25 SHIMAJI & LASCOLA structural engineers DESIGN OF . --fikv) ttfx-) Zip fir A.(12-,,)('4 fi r) - no . ocet tow = +cpraz (acr? 1 Q3 ( 7t x & 3 z1 � e8 _ X2 -- F a. am lott 6671—HIVAI 1" Kkt = I *2) L 2_oi P-10 64 SHEET NO. DATE iskr.,-12-1m(laci)c a rill - r °r 5e [o 9P•t J P fie 4 te to'tig& JOB ENGINEER DESIGN OF .SP?.-\/.e art-) a grip 4 0.(o-rtii- t� 21.x(8. Xo L4 ;. 1 _ = 0-021 , - 0 a)21(I2 � .b )-: 0.1 -t4 �.v 'r* 8 1 Ifr icp nib nal It 4,11 I1 ai e D 111th "1 = 11 (liz? z 7 » P - r 1111)(1-C))'"- � 11(J: 11111- :_o. SHIMAJI & LASCOLA structural engineers SHEET NO. DATE -Pero DESIGN OF N./qv p. d - ‘1.ot- 21 p z 0601 2 142-( " 1— z ibd a CPC , ,155D r 54 pC4 69. ot o • • • JOB ENGINEER SHIMAJI & LASCOLA structural engineers SHEET NO. DATE 4ttco bcoc5 YJ • it- otKE f7Pattf - 'f ` NAP F�F ID L 11 II 11 II 11 —IL_ L JL — — II II % II 1 - II — it - - -* -- I I =__4= - - r I I I I I 1 1 1 1 I I A r I I I < I4 EM¢O '800 G514' // I I I I I I 1 . _ JJ I I I, I I I 11 __ = .1=-- I = = =L =_ I I II II — 11.._— JL - -11-- =-S =J= .. ii Ii I1 11 - 4-- it --ir -- 0 1 1 - - I II II II 1 I I II II 11 1 1 11 0 II L � -- — It . ,1I-- 1L — J; -- — II I N II II 11 0 1 - - - o ° ii 1 ; 0 n II -_ / __ 4---k == Io ® ;i I I ■ w N I r r I w �O k k 1 I 1 ' I A ( & ta t1 r __ & +° 2°Lroo -oxf 1 NN — — JL — - __II — — JL —JI— I1 11 1 II % I II - lr - --h 11 11 I I II I, II - , - T — R — ,r — Ir — — Ir — —tl — — -- -q- -� -11— 0 1 II II I II II II II II 11 11 1 11 11 II II I la J I 1 II l II 11 h h �= 8(64- - 2co 12v- No 140 1a7 -k2o -1180 II lo l Shirnaji & Lascola, Inc. structural engineers 23682 birtcher drive lake forest, ca 92630 (949) 770 -9967 Rev. 560100 User: KW-0602701, Ver 5.6.1, 25-0et -2002 (c)1983 -2002 ENERCALC Engineering Software Steel Beam Design Page 1 1 Description General Information #1 DL @ Left DL @ Right Summary I Shear fv : Shear Stress fv /Fv Depth Width Thickness Area The Cheesecake Factory, Tower Roof Hip Beam Steel Section : TS6X4X1 /4 Center Span 10.00 ft Left Cant. 0.00 ft Right Cant 3.00 ft Lu : Unbraced Length 0.00 ft [Trapezoidal Loads 0.200 Using: TS6X4X1 /4 section, Span = 10.00ft, Fy = 46.0ksi, End Fixity = Pinned - Pinned, Lu = 0.00ft, LDF = 1.000 Actual Moment 3.240 k -ft fb : Bending Stress 5.278 ksi fb /Fb 0.174:1 Force & Stress Summary Maximum 3.24 k -ft Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left 1.55 k Shear @ Right 1.07 k Center Defl. -0.090 in Left Cant Dell 0.000 in Right Cant Deft 0.082 in ...Query Defl @ 0.000 ft Reaction @ Left 1.55 Reaction © Rt 1.26 Fa calc'd per Eq. E2 -1, K'Ur < Cc 6.000 in 4.000in 0.250 in 4.59 in2 LL @ Left LL @ Right 1.551 k 0.517 ksi 0.028 :1 DL Only 1.69 -0.14 -0.14 0.81 0.58 -0.046 0.000 0.041 0.000 0.81 0.70 Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Pinned- Pinned Bm Wt. Added to Loads LL & ST Act Together Weight I -xx I -yy S-xx S-yy 0.200 Left Cant = 0.00ft, Right Cant. = 3.00ft Allowable 18.638 k -ft 30.360 ksi «- These columns are Dead + Uve Load placed as noted -» LL LL +ST LL LL +ST 8 Center Caf Center [a) Cants (5) Cants 3.24 1.65 -0.14 -0.21 -0.14 1.55 1.07 -0.090 0.000 0.082 0.000 27.600 k 18.400 ksi 1.55 1.18 Title : Dsgnr: Description : Scope : ST © Left ST @ Right -0.090 0.000 0.082 0.000 1.55 1.18 15.59 #/ft 22.10 in4 11.70 in4 7.367 in3 5.850 in3 Fy 46.00 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi k/ft Start ft k/ft End 13.000 ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Defl Length/(DL +LL Defl) -0.21 0.80 0.59 -0.045 0.000 0.039 0.000 0.80 0.77 Section Properties TS6X4X1 /4 I r -xx r -yy Job # Date: 9:53AM, 8 APR 05 k -ft k -ft k -ft k -ft k k -0.045 in 0.000 In 0.039 in 0.000 in 0.80 k 0.77 k -0.090 in 1 ,755.8 : 1 882.6 :1 2.194 in 1.597 in &I/ ( If C f I I I f i i 1 t [ [ ( $ $ Floor Map FR RAM RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: HighRoof a -1 -I -1 - - L L L r L 1- r Y r C r L r 7r - I Y 4 1 4 02/26/07 11:32:51 ` Steel Code: ASD 9th Ed. H r 7- s r r r r t [ i s it t r r f i Floor Map RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: HighRoof 1 -4 1 -I -F I- l 11 J 4 - i I -4 -Y F- r tI -i - F 1- F M 1- L L r 7 L L J L I- r I I ✓ tr I I L 1L F 4 F ✓ 7r 1 L I I II II 7 I - I t 1 1 z 1 7 i T 02/26/07 11:32:51 Steel Code: ASD 9th Ed. 1 J _ -4 7 1 r 1- MI( ►ll� RAM Floor Type: HighRoof RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC -f -I -I - -Y Floor Map ✓ - - 1 t - 4 1 02/26/07 11:32:51 - Steel Code: ASD 9th Ed. ti J •7 L J. t • I • r - L r RAM Decks: • f f f f i lb i! G f i I f f f Floor Map Page 2/2 RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Deck Type Noncomposite Orientation 0.00 degrees 02/26/07 11:32:51 Steel Code: ASD 9th Ed. f r 1,1 Floor Type: HighRoof t [ [ RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC - I 7 - r L - - 4- Floor M L L F r L 1 c z II I I I II L 1L I II 4 II 1 L L -tr 7 - 4 - -t [ C $ 02/26/07 11:32:51 Steel Code: ASD 9th Ed. I 1 I I 1 I I I 1 f PAM Surface Loads Line Loads r r r RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Fl or Map [ f [ [ ( $ Page 2/2 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Label DL CDL LL Reduction CLL Mass DL psf psf psf Type psf psf Roof 25.0 18.0 20.0 Unreducible 5.0 25.0 Label DL CDL LL Reduction CLL Mass DL k/ft k/ft k/ft Type k/ft k/ft L5 TowerWall 0.160 0.100 0.100 Unreducible 0.000 0.160 Point Loads Label DL CDL LL Reduction CLL Mass DL kips kips kips Type kips kips P8 TowerHipCtr 3.240 3.000 2.960 Unreducible 0.000 3.240 P9 TowerHipEnd 0.700 0.500 0.480 Unreducible 0.000 0.700 RAM RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: HighRoof Beam Number = 5 SPAN INFORMATION (ft): I -End (127.44,67.48) J -End (127.44,80.81) Beam Size (Optimum) = W10X12 Fy = 50.0 ksi Total Beam Length (ft) = 13.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 6.667 3.24 0.00 0.0 2.96 0.00 0.0 0.00 0.0 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.164 0.131 - -- NonR 13.333 0.164 0.131 2 0.000 0.012 0.000 NonR 13.333 0.012 0.000 SHEAR: Max V (DL +LL) = 5.15 kips fv = 2.74 ksi Fv = 20.00 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip -ft ft ft fb Fb fb Fb Center Max + 27.5 6.7 0.0 1.00 30.26 32.83 30.26 32.83 Controlling 27.5 6.7 0.0 1.00 30.26 32.83 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction Gravity Beam Design Left Right 2.79 2.79 2.35 2.35 5.15 5.15 DEFLECTIONS: Dead load (in) at 6.67 ft = -0.257 L/D = 622 Live load (in) at 6.67 ft = -0.222 L/D = 722 Net Total load (in) at 6.67 ft = -0.479 L/D = 334 02/26/07 11:32:51 Steel Code: ASD 9th Ed. sr r r t RAM Floor Type: Roof 159,, 116 138 142 136 147 146 145 JJ 144 143 124 122 RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC N CD n 158 Fl r M p rn in n 11 L F 139 137 141 135 133 131 127 126 125 7 16C 03 M 111 40 62 41 134 132 128 129 130 t f f 4 02/26/07 11:32:51 Steel Code: ASD 9th Ed. J L J . 5 co 32 r t c [ r r r r r r r r r 1 i • Floor Map pia RAM Floor Type: Roof I I I J a -1 1 W14,22 a1 -12" RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC wia3 I I W14>22 t12" 1 1 i I W14,22 �1 I � W14)22 c'1 -12" 1 1 1 1 I I 1 I 1 1 W14)22 -1/4" 1 I I I 1 W16)26 c1'' I 1 , W16,26 I I W16,26 cF1" W16)26 1 �a� 1 I 1 I 1 I 1 1 W 1 8)05 c1 0 I4 I I I I i y-1 I I 1 1 1 I I 1 1 1 N -r W 1 1 1 1 I 1 - F 1 1 1 I 1 1 L L 4. I- 0 W1845 W14,22 W14,22 m1" W14,22 1" W14)22 1 -1/4 " W14)22 cm1 -1/4" W14>22 c.=1 -1/4" r W14x22c=1 -1/4" 1 W14)22 W14>22 cF1" W18)85 0 W1 6)26 a x N 1 11 Y r 11 11 VV21)60 a 12" 1/121x44 X12" W21x44c 4 W21x14 CP314" V121 X44 c=3/4" 1/121)014 cF3/4" V121x44 cF1" V121x44c =1" 1/V21 x44 W24)55 X12" 1/121)44 02/26/07 11:32:51 Steel Code: ASD 9th Ed. 1 J L J 1 -1 f t t FR RAM Floor Type: Roof RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Map 1 .1' • is • 4- 02/26/07 11:32:51 Steel Code: ASD 9th Ed. 1 I L J L J pa RNM Decks: RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC IF Floor Map Deck Type Orientation Noncomposite 0.00 degrees Noncomposite 90.00 degrees 0 i 1 4 $ G Page 2/2 02/26/07 11:32:51 Steel Code: ASD 9th Ed. f f [ C r RAM Floor Type: Roof RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC I I I I I I I I I I I lL r r Floor Map ( c t 02/26/07 11:32:51 Steel Code: ASD 9th Ed. $ f C t RAM Surface Loads Line Loads L1 L2 L3 L4 Point Loads RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Label Roof Floor Map • r t 't Page 2/2 02/26/07 11:32:51 Steel Code: ASD 9th Ed. DL CDL LL Reduction CLL Mass DL psf psf psf Type psf psf 25.0 18.0 20.0 Unreducible 5.0 25.0 Label DL CDL LL Reduction CLL Mass DL k/ft k/ft k/ft Type k/ft k/ft ExtWallGravity 0.280 0.100 0.207 Unreducible 0.000 0.280 ExtWallMass 0.000 0.000 0.207 Unreducible 0.000 0.340 SnowParallel 0.000 0.000 0.276 Unreducible 0.000 0.000 Parapet 0.160 0.000 0.000 Reducible 0.000 0.160 Label DL CDL LL Reduction CLL Mass DL kips kips kips Type kips kips P1 W/H 2.500 0.000 0.000 Reducible 0.000 2.500 P2 refRack 1.750 0.000 0.000 Reducible 0.000 1.750 P3 AC- 1- 2 -4 -7 -8 0.800 0.000 0.000 Reducible 0.000 0.800 P4 AC -3 -5 -6 0.500 0.000 0.000 Reducible 0.000 0.500 P5 MUA 1.100 0.000 0.000 Reducible 0.000 1.100 P6 EF 0.400 0.000 0.000 Reducible 0.000 0.400 P7 Snowperp 0.000 0.000 2.210 Unreducible 0.000 0.000 P10 IceCond 0.700 0.000 0.000 Reducible 0.000 0.700 RA M RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC LINE LOADS (k/ft): Load Dist 1 0.000 20.427 2 0.000 20.427 3 0.000 20.427 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) DL 0.000 0.000 0.008 0.008 0.031 0.031 LL 0.207 0.207 0.007 0.007 0.000 0.000 Red% Left Right 7.89 6.76 8.95 6.95 16.84 13.71 at 10.21 ft = at 10.11 ft = at 10.11 ft = Gravity Beam Design Floor Type: Roof Beam Number =119 SPAN INFORMATION (ft): I -End (0.00,11.64) J -End (0.00,32.06) Beam Size (Optimum) = W 16X31 Total Beam Length (ft) = 20.43 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 5.364 6.81 0.00 0.0 7.05 0.00 0.0 0.00 13.281 7.03 0.00 0.0 4.49 0.00 0.0 0.00 Type NonR NonR NonR SHEAR: Max V (DL +LL) =16.84 kips fv = 4.08 ksi Fv = 19.67 ks1 MOMENTS: Span Cond Moment ® Lb Cb kip-ft ft ft Center Max + 91.8 11.7 7.9 1.00 Controlling 91.8 11.7 7.9 1.00 REACTIONS (kips): -0.326 -0.331 -0.657 Red% 0.0 0.0 Tension Flange fb Fb 23.35 30.00 L/D = UD = L/D = 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi Compr Flange fb Fb 23.35 25.72 23.35 25.72 RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number =122 Gravity Beam Design J -End (3450,17.00) SPAN INFORMATION (ft): I -End (0.00,17.00) Beam Size (Optimum) - W18X35 Total Beam Length (ft) = 34.50 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 21.958 0.03 7.000 2.50 16.000 2.50 LINE LOADS (k/ft): Load Dist 1 0.000 34.500 2 0.000 34.500 3 0.000 34.500 SHEAR: Max V (DL +LL) =13.86 kips fv = 2.74 ksi Fv -19.13 ksi MOMENTS: Span Cond Moment Qa Lb Center Max + Controlling REACTIONS (kips): DL 0.000 0.000 0.166 0.166 0.035 0.035 DL reaction Max +LL reaction Max +total reaction 752 DEFLECTIONS: (Camber = 1/2) 741 Dead load (in) at 373 Live load (in) at Net Total load (in) at Red% LL 0.276 0.276 0.133 - NonR 0.133 0.000 - NonR 0.000 kip-ft ft ft 121.3 16.0 0.0 121.3 16.0 0.0 Left 6.81 7.05 13.86 16.73 ft = 17.08 ft = 17.08 ft = Type NonR Right 5.15 7.05 12.20 Fy = 50.0 ksi Cb Tension Flange fb Fb 1.00 25.26 33.00 1.00 25.26 33.00 -0.828 -0.881 -1.209 L/D = L/D = L/D = 02/26/07 11:32:51 Steel Code: ASD 9th Ed. 500 470 342 Page 2%78 Compr Flange fb Fb 25.26 33.00 RAM MttJ1ICTYl r r RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Gravity Beam Design Floor Type: Roof Beam Number -124 SPAN INFORMATION (ft): I -End (0.00,24.92) J -End (34.50,24.92) Beam Size (Optimum) = W16X26 Total Beam Length (ft) = 34.50 POINT LOADS (kips): Dist DL RedLL 7.000 2.50 16.000 2.50 5.000 0.00 0.00 LINE LOADS (k/ft): Load Dist DL 1 0.000 0.188 34.500 0.188 2 0.000 0.026 34.500 0.026 SHEAR: Max V (DL +LL) -11.52 kips MOMENTS: Span Cond Moment kip-ft Center Max + 90.8 Controlling 90.8 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: (Camber -1) Dead load (in) Live load (in) Net Total load (in) Fy = 50.0 ksi Red% NonRLL StorLL Red% RoofLL Red% 0.0 2.21 0.00 0.0 0.00 0.0 LL Red% Type 0.151 - NonR 0.151 0.000 - NonR 0.000 at at at ft 16.0 16.0 fv - 3.07 ksi Fv -17.89 ksi Left 7.03 4.49 11.52 Lb Cb ft 0.0 1.00 0.0 1.00 16.73 ft = 16.73 ft = 16.73 ft = Right 5.37 2.92 8.28 -1.448 -0.709 -1.157 Tension Flange fb Fb 28.37 33.00 28.37 33.00 VD = UD = UD = Page 3/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Compr Flange fb Fb 28.37 33.00 t RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number -143 SPAN INFORMATION (ft): I -End (0.00,32.06) J -End (34.50,32.06) Beam Size (Optimum) = W16X26 Total Beam Length (ft) = 34.50 POINT LOADS (kips): Dist DL RedLL 7.000 2.50 16.000 2.50 5.000 0.00 0.00 0.0 LINE LOADS (k/ft): Load Dist 1 0.000 34.500 2 0.000 34.500 DL 0.179 0.179 0.026 0.026 SHEAR: Max V (DL +LL) -11.24 kips fv - 3.00 ksi Fv -17.89 ksi MOMENTS: Span Cond Moment ® Lb kip-ft ft ft Center Max + 88.4 16.0 0.0 Controlling 88.4 16.0 0.0 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: (Camber 1) 286 Dead load (in) 584 Live load (in) 358 Net Total load (in) Fy = 50.0 ksi Red% NonRLL StorLL Red% RoofLL Red% 2.21 0.00 0.0 0.00 0.0 LL 0.143 0.143 0.000 0.000 at at at Gravity Beam Design Red% Type NonR Left 6.88 4.36 11.24 16.73 ft = 16.73 ft = 16.73 ft = NonR Right 5.21 2.79 8.00 -1.415 -0.683 -1.098 Cb Tension Flange fb Fb 1.00 27.62 33.00 1.00 27.62 33.00 IJD = L/D = UD = 02/26/07 11:32:51 Steel Code: ASD 9th Ed. 293 606 377 Page 4178 Compr Flange fb Fb 27.62 33.00 f r r VT RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Gravity Beam Design Left Right DL reaction 7.10 5.00 Max +LL reaction 4.37 2.80 Max +total reaction 11.47 7.80 DEFLECTIONS: (Camber =1) Dead load (in) at 16.56 ft = -1.368 Live load (in) at 16.56 ft = -0.684 Net Total load (in) at 16.56 ft = -1.052 r r Page 5/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Gravity Beam Design, Floor Type: Roof Beam Number =145 SPAN INFORMATION (ft): I -End (0.00,46.43) J -End (34.50,46.43) Beam Size (Optimum) - W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 34.50 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 6.000 2.50 14.000 2.50 22.000 0.40 5.000 0.00 0.00 0.0 2.21 0.00 0.0 0.00 0.0 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.179 0.143 - NonR 34.500 0.179 0.143 2 0.000 0.026 0.000 - NonR 34.500 0.026 0.000 SHEAR: Max V (DL +LL) = 11.60 kips fv = 3.09 ksi Fv =17.89 ks1 Floor Type: Roof Beam Number = 144 SPAN INFORMATION (ft): I -End (0.00,39.26) J -End (34.50,39.26) Beam Size (Optimum) = W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 34.50 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 6.000 2.50 14.000 2.50 5.000 0.00 0.00 0.0 2.21 0.00 0.0 0.00 0.0 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.180 0.144 - NonR 34.500 0.180 0.144 2 0.000 0.026 0.000 - NonR 34.500 0.026 0.000 SHEAR: Max V (DL +LL) =11.47 kips fv = 3.06 ksi Fv -17.89 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange MOMENTS: kip-ft ft ft fb Fb fb Fb Span Cond Moment @ Lb Cb Tension Flange Compr Flange Center Max + 86.4 14.0 0.0 1.00 27.01 33.00 27.01 33.00 kip-ft ft ft fb Fb fb Fb Controlling 86.4 14.0 0.0 1.00 27.01 33.00 - - Center Max + 88.4 14.0 0.0 1.00 27.61 33.00 27.61 33.00 REACTIONS (kips): Controlling 88.4 14.0 0.0 1.00 27.61 33.00 - - REACTIONS (kips): Left Right DL reaction 7.24 5.25 Max +LL reaction 4.36 2.79 Max +total reaction 11.60 8.04 UD = 303 DEFLECTIONS: (Camber -1) L/D = 606 Dead load (in) at 16.73 ft = -1.427 LD = 394 Live load (in) at 16.73 ft = -0.683 Net Total load (in) at 16.73 ft = -1.110 [ f r f 02/26/07 11:32:51 Steel Code: ASD 9th Ed. LID = 290 L/D = 606 IJD = 373 Page 6%78 F RAM RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Gravity Beam Design Floor Type: Roof Beam Number -146 SPAN INFORMATION (ft): I -End (0.00,53.60) J -End (3430,53.60) Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 34.50 POINT LOADS (kips): Dist DL RedLL Red% NonRLL 6.000 0.15 0.00 0.0 0.08 22.000 0.40 6.000 1.75 11.000 1.75 5.000 0.00 0.00 0.0 2.21 0.00 0.0 0.00 0.0 LINE LOADS (k/ft): Load Dist 1 0.000 6.000 2 6.000 34.500 3 0.000 34.500 4 0.000 34.500 REACTIONS (kips): DL 0.055 0.055 0.090 0.090 0.090 0.090 0.022 0.022 LL 0.044 0.044 0.072 0.072 0.072 0.072 0.000 0.000 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: (Camber 1-1/4) Dead load (in) at Live load (in) at Net Total load (in) at Left 6.19 4.28 10.47 r SHEAR: Max V (DL +LL) -10.47 kips fv - 3.49 ksi Fv -18.96 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange kip-ft ft ft lb Fb Center Max + 75.9 14.2 0.0 1.00 31.42 33.00 Controlling 75.9 14.2 0.0 1.00 31.42 33.00 16.73 ft = 16.73 ft = 16.73 ft = Page 7/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi POINT LOADS (kips): StorLL Red% RoofLL Red% Dist DL RedLL 0.00 0.0 0.00 0.0 2.807 6.40 0.00 Red% Type - NonR NonR - NonR NonR Right 4.60 2.79 7.39 -1.807 -1.032 -1.590 LD = IJD = UD = 229 401 260 Compr Flange lb Fb 31.42 33.00 RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number 118 SPAN INFORMATION (ft): I -End (0.00,57.97) d -End (0.00,8957) Beam Size (Optimum) = W21X50 Total Beam Length (ft) = 31.60 9.510 16.177 22.843 27.224 6.41 0.00 3.76 0.00 2.76 0.00 2.50 0.00 Red% 0.0 0.0 0.0 0.0 0.0 LINE LOADS (1c/ft): Load Dist DL LL 1 0.000 0.000 0.207 31.604 0.000 0.207 2 0.000 0.008 0.007 31.604 0.008 0.007 3 0.000 0.050 0.000 31.604 0.050 0.000 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at at at Gravity Beam Design NonRLL StorLL 4.15 0.00 4.20 0.00 4.19 0.00 3.80 0.00 6.27 0.00 Red% Left 14.18 14.06 28.24 15.49 ft = 15.80 ft = 15.80 ft = Type NonR NonR NonR Right 9.50 15.30 24.80 Red% 0.0 0.0 0.0 0.0 0.0 SHEAR: Max V (DL +LL) - 28.24 kips fv - 357 ksi Fv - 20.00 ksi MOMENTS: Span Cond Moment @ Lb Cb kip-ft ft ft Center Max + 209.5 16.2 6.7 1.06 Controlling 209.5 16.2 6.7 1.06 REACTIONS (kips): -0.588 -0.725 -1.313 RoofLL Red% 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 Tension Flange fb Fb 26.61 30.00 Fy = 50.0 ksi LID = LID = L/D = 645 523 289 Page 8778 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Compr Flange fb Fb 26.61 29.48 26.61 29.48 Fil RAM r r f f RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Gravity Beam Design Floor Type: Roof Beam Number =159 SPAN INFORMATION (ft): I -End (0.00,57.97) J -End (6.00,57.97) Beam Size (Optimum) = W8XI0 Total Beam Length (ft) = 6.00 Fy - 50.0 ksi DEFLECTIONS: Dead load (in) at 3.00 ft = -0.003 LID = 22116 Live load (in) at 3.00 ft = -0.002 LID = 30751 Net Total load (in) at 3.00 ft = -0.006 L/D = 12864 Page 9/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. t pia RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC MOMENTS: LINE LOADS (Wft): Span Cond Moment @ Lb Cb Tension Flange Compr Flange o kip-ft ft ft fb Fb fb Fb Load Dist DL IL Red /o Type Center Max + 0.8 3.0 0.0 1.00 1.19 32.70 1.19 32.70 1 0.000 0.084 0.067 - NonR Controlling 0.8 3.0 0.0 1.00 1.19 32.70 - - 34.500 0.084 0.067 2 0.000 0.035 0.028 - NonR REACTIONS (kips): 6.000 0.035 0.028 Left Right 3 6.000 0.090 0.072 - NonR DL reaction 0.30 0.30 34.500 0.090 0.072 Max +LL reaction 0.22 0.22 4 0.000 0.022 0.000 - NonR Max +total reaction 0.51 0.51 34.500 0.022 0.000 Gravity Beam Design Floor Type: Roof Beam Number =147 SPAN INFORMATION (ft): I -End (0.00,60.78) J -End (34.50,60.78) Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 34.50 Fy = 50.0 ksi LINE LOADS (k/ft): POINT LOADS (kips): Load Dist DL LL Red% Type Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 1 0.000 0.090 0.072 - NonR 6.000 0.22 0.00 0.0 0.13 0.00 0.0 0.00 0.0 6.000 0.090 0.072 6.000 1.75 2 0.000 0.010 0.000 - NonR 11.000 1.75 6.000 0.010 0.000 20.000 0.70 SHEAR: Max V (DL +LL) = 0.51 kips fv = 0.38 ksi Fv = 20.00 ksi 24.000 0.70 5.000 0.00 0.00 0.0 2.21 0.00 0.0 0.00 0.0 SHEAR: Max V (DL +LL) = 10.55 kips fv - 352 ksi Fv =18.96 ksi MOMENTS: Span Cond Moment ® Lb Cb Tension Flange Compr Flange kip-ft ft ft fb Fb fb Fb Center Max + 79.7 15.2 0.0 1.00 33.00 33.00 33.00 33.00 Controlling 79.7 15.2 0.0 1.00 33.00 33.00 - -- REACTIONS (kips): Left Right DL reaction 6.40 5.14 Max +LL reaction 4.15 2.71 Max +total reaction 10.55 7.85 DEFLECTIONS: (Camber = 1-1/2) Dead load (in) at 16.91 ft = -1.999 LID = 207 Live load (in) at 16.91 ft = -1.006 L/D = 411 Net Total load (in) at 16.91 ft = -1.505 L/D = 275 Page 10/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. RAM RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Gravity Beam Design Live load (in) at 16.91 ft = -0.979 L/D = 423 Net Total load (in) at 16.91 ft = -1.436 L/D = 288 Page 11/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. f r RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Gravity Beam Design Floor Type: Roof Beam Number -142 SPAN INFORMATION (ft): I -End ( -0.00,74.15) J -End (34.50,74.15) Beam Size (Optimum) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 34.50 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 20.000 0.70 24.000 0.70 5.000 0.00 0.00 0.0 2.21 0.00 0.0 0.00 0.0 Page 12178 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Floor Type: Roof Beam Number -136 SPAN INFORMATION (ft): I -End (0.00,67.48) d -End (34.50,67.48) Beam Size (Optimum) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 34.50 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 6.000 1.75 11.000 1.75 20.000 0.70 24.000 0.70 LINE LOADS (k/ft): 5.000 0.00 0.00 0.0 2.21 0.00 0.0 0.00 0.0 Load Dist DL LL Red% Type LINE LOADS (k/ft): 1 0.000 0.167 0.133 - NonR Load Dist DL LL Red% Type 34.500 0.167 0.133 1 0.000 0.167 0.134 - NonR 2 0.000 0.022 0.000 - NonR 34.500 0.167 0.134 34.500 0.022 0.000 2 0.000 0.022 0.000 - NonR SHEAR: Max V (DL +LL) - 7.95 kips fv - 2.65 ksi Fv -18.96 ksi 34.500 0.022 0.000 SHEAR: Max V (DL +LL) -10.60 kips fv - 3.54 kai Fv -18.96 ksi MOMENTS: Span Cond Moment Qa Lb Cb Tension Flange Compr Flange MOMENTS: kip-ft ft ft lb Fb fb Fb Span Cond Moment Lb Cb Tension Flange Compr Flange Center Max + 62.2 17.8 0.0 1.00 25.76 33.00 25.76 33.00 kip-ft ft ft lb Fb fb Fb Controlling 62.2 17.8 0.0 1.00 25.76 33.00 - - Center Max + 77.9 15.1 0.0 1.00 32.23 33.00 32.23 33.00 REACTIONS s Controlling 77.9 15.1 0.0 1.00 32.23 33.00 - - �p )' Left Right REACTIONS (kips): DL reaction 3.76 4.15 Left Right Max +LL reaction 4.19 2.62 DL reaction 6.41 5.02 Max +total reaction 7.95 6.77 Max +LL reaction 4.20 2.63 DEFLECTIONS: (Camber -1) Max +total reaction 10.60 7.65 Dead load (in) at 17.60 ft = -1.359 L/D = 305 DEFLECTIONS: (Camber = 1-1/2) Live load (in) at 17.25 ft = -0.976 L/D = 424 Dead load (in) at 16.91 ft = -1.958 L/D = 211 Net Total load (in) at 17.25 ft = -1.335 L/D = 310 if CI Fil RAM RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number - 138 SPAN INFORMATION (ft): I -End (0.00,80.81) J -End (34.50,80.81) Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 34.50 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 5.000 0.00 0.00 0.0 2.21 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL IL Red% Type 1 0.000 0.138 0.110 - NonR 34.500 0.138 0.110 2 0.000 0.022 0.000 - NonR 34.500 0.022 0.000 SHEAR: Max V (DL +LL) - 6.56 kips fv - 2.19 ksi Fv =18.96 ksi MOMENTS: Span Cond Moment Q Lb Cb kip-ft ft ft Max + 46.0 16.1 0.0 1.00 46.0 16.1 0.0 1.00 Center Controlling REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: (Camber -1/2) Dead load (in) Live load (in) Net Total load (in) at at at Gravity Beam Design Left 2.76 3.80 6.56 17.25 ft = 16.91 ft = 16.91 ft = Right 2.76 2.23 4.99 -0.885 -0.851 -1.235 Tension Flange fb Fb 19.03 33.00 19.03 33.00 Fy = 50.0 ksi 'JD = IJD LD = 468 487 335 Page 13/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Compr Flange fb Fb 19.03 33.00 RA MLP14M CT 4 Floor Type: Roof SPAN INFORMATION (ft): Beam Size (User Selected) Total Beam Length (ft) POINT LOADS (kips): Red% Dist DL RedLL 0.0 19.500 0.02 LINE LOADS (k/ft): Load Dist 1 0.000 34.500 2 0.000 34.500 3 0.000 34.500 Center Max + Controlling REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) DL 0.000 0.000 0.110 0.110 0.035 0.035 Gravity Beam Desigq Beam Number - 140 I -End ( -0.00,85.19) J -End (34.50,85.19) = W18X35 = 34.50 Red% NonRLL StorLL Red% RoofLL Red% Red% Type - NonR LL 0.276 0.276 0.088 - NonR 0.088 0.000 0.000 SHEAR: Max V (DL +LL) - 8.78 kips fv -1.74 ksi MOMENTS: Span Cond Moment ® Lb Cb Tension Flange kip-ft ft ft fb Fb 75.8 17.3 0.0 1.00 15.79 33.00 75.8 17.3 0.0 1.00 15.79 33.00 at at at Left 2.50 6.27 8.78 17.25 ft = 17.25 ft = 17.25 ft = r f ( f NonR Fv =19.13ksi Right 2.51 6.27 8.78 -0.314 -0.784 -1.097 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi LID = 1320 L/D = 528 L/D = 377 Page 14/78 Compr Flange fb Fb 15.79 33.00 f C f f i RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at at at Gravity Beam Design Floor Type: Roof Beam Number -148 SPAN INFORMATION (ft): I -End (6.00,53.60) J -End (6.00,60.78) Beam Size (Optimum) = W8X10 Total Beam Length (ft) = 7.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 4.364 0.30 0.00 0.0 0.22 0.00 0.0 0.00 0.0 LINE LOADS (k/ft): Load Dist DL IL Red% Type 1 0.000 0.010 0.000 - NonR 7.171 0.010 0.000 SHEAR: Max V (DL +LL) = 0.35 kips fv - 0.26 ksi Fv - 20.00 ksi MOMENTS: Span Cond Moment Q Lb Cb kip-ft ft ft Center Max + 0.9 4.4 4.4 1.75 Controlling 0.9 4.4 4.4 1.75 REACTIONS (kips): Left 0.15 0.08 0.24 3.77 ft = 3.80 ft = 3.80ft = Right 0.22 0.13 0.35 -0.005 -0.003 -0.008 Tension Flange lb Fb 1.44 30.00 1.44 30.00 Page 15/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi L/D = 17762 LID - 28649 IUD = 10964 Compr Flange fb Fb 1.44 30.00 RAM MFPWRTW f RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number -161 Gravity Beam Design SPAN INFORMATION (ft): I -End (19.50,85.19) J -End (19.50,89.57) Beam Size (Optimum) - W8X10 Total Beam Length (ft) = 4.38 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.010 0.000 - NonR 4.380 0.010 0.000 SHEAR: Max V (DL +LL) - 0.02 kips fv - 0.02 ksi Fv - 20.00 ksi MOMENTS: Span Cond Moment (a3 Lb kip-ft ft ft Controlling 0.0 2.3 4.4 1.00 REACTIONS (kips): DL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at at at Left Right 0.02 0.02 0.02 0.02 2.19 ft = 2.19 ft = 2.19 ft = Cb Tension Flange fb Fb -0.000 0.000 -0.000 Fy = 50.0 ksi Page 16/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Compr Flange fb Fb 0.04 28.74 r RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof SPAN INFORMATION (ft): Beam Size (User Selected) Total Beam Length (ft) POINT LOADS (kips): Dist DL RedLL 15.000 21.59 1.375 0.00 15.000 0.00 15.000 0.00 LINE LOADS (k/ft): Load Dist 1 15.000 16.823 2 0.000 1.375 3 0.000 16.823 4 0.000 16.823 5 0.000 16.823 0.00 0.00 0.00 0.00 DL 0.000 0.000 0.000 0.000 0.008 0.008 0.055 0.055 0.099 0.099 [ f r Gravity Beam Design Beam Number - 9 I -End (1930,8937) = W30X99 = 16.82 Red% NonRLL StorLL 0.0 21.08 0.00 0.0 0.07 0.00 0.0 0.07 0.00 0.0 0.07 0.00 Red% J -End (36.32,8937) Type NonR LL 0.207 0.207 0.207 - NonR 0.207 0.007 - NonR 0.007 0.044 - NonR 0.044 0.000 - NonR 0.000 Red% 0.0 0.0 0.0 0.0 SHEAR: Max V (DL +LL) = 4033 kips fv = 2.73 ksi Fv -19.70 ksi MOMENTS: Span Cond Moment Q Lb Cb kip-ft ft ft Center Max + 72.8 15.0 0.0 1.00 Controlling 72.8 15.0 0.0 1.00 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at at at Left Right 3.70 20.61 3.08 19.72 6.78 40.33 9.42 it = 9.50 ft = 9.50 ft = -0.013 -0.011 -0.024 Fy = 50.0 ksi RoofLL Red% 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 Tension Flange fb Fb 3.25 33.00 3.25 33.00 UD = 15584 UD = 17970 UD = 8347 Page 17/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Compr Flange fb Fb 3.25 33.00 RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Gravity Beam Design Floor Type: Roof Beam Number =153 SPAN INFORMATION (ft): I -End (21.96,11.64) J -End (21.96,17.00) Beam Size (Optimum) = W8X10 Total Beam Length (ft) = 5.36 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.010 0.000 - NonR 5.364 0.010 0.000 SHEAR: Max V (DL +LL) - 0.03 kips fv - 0.02 ksi MOMENTS: Span Cond Moment ® Lb kip-ft ft ft Controlling 0.0 2.7 5.4 REACTIONS (kips): DL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at at at Left Right 0.03 0.03 0.03 0.03 2.68 ft = 2.68 ft = 2.68 ft = f i ( 1 r Fv = 20.00 Its( Cb 1.00 -0.000 0.000 -0.000 Tension Flange fb Fb 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi Page 18178 Compr Flange fb Fb 0.06 26.44 r r r Fil BAM Floor Type: Roof SPAN INFORMATION (ft): Beam Size (Optimum) Total Beam Length (ft) POINT LOADS (kips): Dist DL RedLL 12.542 2.31 0.00 LINE LOADS (k/ft): Load Dist 1 0.000 23.937 2 0.000 23.937 3 0.000 23.937 4 0.000 23.937 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) DL 0.000 0.000 0.067 0.067 0.008 0.008 0.022 0.022 RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Beam Number =120 I -End (21.96,11.64) J -End (45.90,11.64) = W14X22 = 23.94 Red% NonRLL StorLL Red% RoofLL 0.0 3.73 0.00 0.0 0.00 LL Red% Type 0.207 - NonR 0.207 0.054 0.054 0.007 0.007 0.000 0.000 at at at r Gravity Beam Design Left 2.26 4.97 7.24 NonR NonR NonR SHEAR: Max V (DL +LL) - 7.53 kips fv = 2.51 ksi Fv =18.96 'cal MOMENTS: Span Cond Moment @ Lb Cb kip-ft ft ft Center Max + 62.1 12.5 0.0 1.00 Controlling 62.1 12.5 0.0 1.00 REACTIONS (kips): 12.09 ft = 12.09 ft = 12.09 ft = Right 2.37 5.15 7.53 -0.322 -0.660 -0.982 Tension Flange fb Fb 25.69 33.00 25.69 33.00 Fy = 50.0 ksi L/D = L/D = lID = 893 435 293 Page 19/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Compr Flange tb Fb 25.69 33.00 r RAM RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC SHEAR: Max V (DL +LL) = 16.97 kips fv - 7.41 ksi Fv =18.76 ksi MOMENTS: Span Cond Moment kip-ft ft ft Center Max + 32.2 5.4 5.4 Controlling 32.2 5.4 5.4 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at at at r f r r Gravity Beam Design Left Right 2.31 6.43 3.73 10.54 6.03 16.97 4.03ft - 4.03 ft = 4.03 it = Floor Type: Roof Beam Number = 75 SPAN INFORMATION (ft): I -End (34.50,11.64) J -End (34.50,18.90) Beam Size (User Selected) = W12X14 Total Beam Length (ft) = 7.26 POINT LOADS (kips): Red% Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 0.0 5.364 3.48 0.00 0.0 7.22 0.00 0.0 0.00 5.364 5.15 0.00 0.0 7.05 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL IL Red% Type 1 0.000 0.014 0.000 - NonR 7.260 0.014 0.000 Red% 0.0 0.0 Cb Tension Flange fb Fb 1.75 25.90 30.00 1.75 - - -0.034 -0.055 -0.089 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi IUD - 2576 LLD = 1575 L/D = 977 Page 20/78 Compr Flange lb Fb 25.90 29.06 25.90 29.06 MM RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Left Right DL reaction 3.48 3.66 Max +LL reaction 7.22 7.40 Max +total reaction 10.70 11.05 DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Gravity$eam Design at 18.09 ft = -0.530 at 18.09 ft = -1.066 at 18.09 ft = -1.597 Page 21/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. UD 819 1/D = 407 LID = 272 �n RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC r r ( r r r Gravity Beam Design Floor Type: Roof Beam Number - 74 SPAN INFORMATION (ft): I -End (3430,18.90) J -End (34.50,52.00) Beam Size (User Selected) = W24X62 Total Beam Length (ft) = 33.10 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 6.021 4.14 0.00 0.0 2.67 0.00 0.0 0.00 0.0 6.021 5.37 0.00 0.0 2.92 0.00 0.0 0.00 0.0 13.167 4.01 0.00 0.0 2.60 0.00 0.0 0.00 0.0 13.167 5.21 0.00 0.0 2.79 0.00 0.0 0.00 0.0 20.365 4.81 0.00 0.0 2.60 0.00 0.0 0.00 0.0 20.365 5.00 0.00 0.0 2.80 0.00 0.0 0.00 0.0 27.536 4.78 0.00 0.0 2.55 0.00 0.0 0.00 0.0 27.536 5.25 0.00 0.0 2.79 0.00 0.0 0.00 0.0 Floor Type: Roof Beam Number -121 SPAN INFORMATION (ft): I -End (34.50,17.00) J -End (70.69,17.00) Beam Size (Optimum) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 36.19 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 6.000 0.29 0.00 0.0 0.18 0.00 0.0 0.00 0.0 11.396 0.03 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.000 0.276 - NonR 36.188 0.000 0.276 2 0.000 0.024 0.019 - NonR 6.000 0.024 0.019 3 6.000 0.099 0.079 - NonR LINE LOADS (k/ft): 36.188 0.099 0.079 Load Dist DL LL Red% Type 4 0.000 0.067 0.054 - NonR 1 0.000 0.062 0.000 - NonR 36.188 0.067 0.054 33.104 0.062 0.000 5 0.000 0.035 0.000 - NonR SHEAR: Max V (DL +LL) - 31.73 klps fv - 3.11 ksi Fv - 20.00 ksi 36.188 0.035 0.000 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi Left Right DL reaction 19.82 20.81 Max +LL reaction 10.79 10.92 Max +total reaction 30.62 31.73 DEFLECTIONS: (Camber -1/2) Dead load (in) at 16.55 ft = -0.834 UD = 476 Live load (in) at 16.55 ft = -0.450 UD = 883 Net Total load (in) at 16.55 ft = -0.784 L/D = 507 Page 22/78 SHEAR: Max V (DL +LL) -11.05 kips fv - 2.19 ksi Fv -19.13 ksi MOMENTS: Span Cond Moment ® Lb Cb Tension Flange Compr Flange MOMENTS: kip-ft ft ft fb Fb fb Fb Span Cond Moment ® Lb Cb Tension Flange Compr Flange Center Max + 289.9 14.6 7.2 1.00 26.36 30.00 26.36 29.18 kip-ft ft ft fb Fb fb Fb Controlling 289.9 14.7 7.2 1.00 - - 26.36 29.18 Center Max + 100.2 18.1 0.0 1.00 20.87 33.00 20.87 33.00 REACTIONS (kips): Controlling 100.2 18.1 0.0 1.00 20.87 33.00 - - REACTIONS (kips): RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at at at t r t r r r r Gravity Beam Design Floor Type: Roof Beam Number =157 SPAN INFORMATION (ft): I -End (34.50,18.90) J -End (40.50,18.90) Beam Size (Optimum) = W8X10 Total Beam Length (ft) = 6.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.099 0.079 - NonR 6.000 0.099 0.079 2 0.000 0.010 0.000 - NonR 6.000 0.010 0.000 SHEAR: Max V (DL +LL) - 056 kips fv - 0.42 ksi Fv - 20.00 ksi MOMENTS: Span Cond Moment Q Lb kip-ft ft ft Center Max + 0.8 3.0 0.0 Controlling 0.8 3.0 0.0 REACTIONS (kips): Left 0.33 0.24 0.56 3.00 ft = 3.00 ft = 3.00 ft = Right 0.33 0.24 0.56 -0.004 -0.003 -0.006 Cb Tension Flange lb Fb 1.00 1.30 32.70 1.00 1.30 32.70 r Page 23/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi LID = 20227 UD = 27857 UD = 11718 Compr Flange fb Fb 1.30 32.70 r r r r r r RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Gravity Beam Design Floor Type: Roof Beam Number =123 SPAN INFORMATION (ft): I -End (34.50,24.92) .1-End (70.69,24.92) Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 36.19 POINT LOADS (Ups): Dist DL RedLL 6.000 0.12 0.00 3.000 0.40 LINE LOADS (k/ft): Load Dist 1 0.000 36.188 2 0.000 6.000 3 6.000 36.188 4 0.000 36.188 DL 0.089 0.089 0.075 0.075 0.099 0.099 0.022 0.022 SHEAR: Max V (DL +LL) - 6.81 kips fv - 2.27 ksl Fv -18.96 ksl MOMENTS: Span Cond Moment kip-ft Center Max + 59.8 Controlling 59.8 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: (Camber =1) Dead load (in) Live load (in) Net Total load (in) Red% NonRLL StorLL Red% RoofLL Red% 0.0 0.06 0.00 0.0 0.00 0.0 LL Red% Type 0.071 - NonR 0.071 0.060 - NonR 0.060 0.079 - NonR 0.079 0.000 - NonR 0.000 at at at (a3 Lb Cb Tension Flange ft ft lb Fb 18.0 0.0 1.00 24.76 33.00 18.0 0.0 1.00 24.76 33.00 Left 4.14 2.67 6.81 18.09 ft = 18.09 ft = 18.09 ft = Right 3.85 2.73 6.57 -1.442 -1.007 -1.449 Fy = 50.0 ksi L/D = IUD = L/D = 02/26/07 11:32:51 Steel Code: ASD 9th Ed. 301 431 300 Page 24/78 Compr Flange lb Fb 24.76 33.00 RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC REACTIONS (kips): Gravity Beam Design Floor Type: Roof Beam Number -125 SPAN INFORMATION (ft): I -End (3450,32.06) J -End (70.69,32.06) Beam Size (Optimum) = W 14X22 Fy = 50.0 ksi Total Beam Length (ft) = 36.19 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 3.000 0.40 LINE LOADS (k/ft): Load Dist DL IL Red% Type 1 0.000 0.179 0.143 - NonR 36.188 0.179 0.143 2 0.000 0.022 0.000 - NonR 36.188 0.022 0.000 SHEAR: Max V (DL +LL) - 6.61 kips fv = 2.20 ksi Fv -18.96 ksi Page 25/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. r r r r r r r r r RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Gravity Beam Design Floor Type: Roof Beam Number -126 SPAN INFORMATION (ft): I -End (3450,39.26) J -End (70.69,39.26) Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 36.19 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 3.000 0.40 10.000 1.10 LINE LOADS (k/ft): Load Dist DL IL Red% Type 1 0.000 0.180 0.144 - NonR 36.188 0.180 0.144 2 0.000 0.022 0.000 - NonR 36.188 0.022 0.000 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi Net Total load (in) at 17.91 ft = -1.331 UD = 326 Page 26/78 MOMENTS: SHEAR: Max V (DL +LL) = 7.41 kips fv - 2.47 !cal Fv -18.96 ksi Span Cond Moment @ Lb Cb Tension Flange Compr Flange MOMENTS: kip-ft ft ft fb Fb fb Fb Span Cond Moment ® Lb Cb Tension Flange Compr Flange Center Max + 57.0 18.0 0.0 1.00 23.61 33.00 23.61 33.00 kip-ft ft ft fb Fb fb Fb Controlling 57.0 18.0 0.0 1.00 23.61 33.00 - - Center Max + 62.8 17.1 0.0 1.00 25.99 33.00 25.99 33.00 Controlling 62.8 17.1 0.0 1.00 25.99 33.00 - - Left Right REACTIONS (kips): DL reaction 4.01 3.68 Left Right Max +LL reaction 2.60 2.60 DL reaction 4.81 3.99 Max +total reaction 6.61 6.27 Max +LL reaction 2.60 2.60 DEFLECTIONS: (Camber -1) Max +total reaction 7.41 6.59 Dead load (in) at 18.09 ft = -1.376 UD = 316 DEFLECTIONS: (Camber - 1 -1/4) Live load (in) at 18.09 ft = -0.959 UD = 453 Dead load (in) at 17.73 ft = -1.621 LD = 268 Net Total load (in) at 18.09 ft = -1.335 UD = 325 Live load (in) at 17.91 ft = -0.961 UD = 452 i r RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof SPAN INFORMATION (ft): Beam Size (Optimum) Total Beam Length (ft) POINT LOADS (kips): Dist DL RedLL 6.000 0.10 0.00 3.000 0.40 10.000 1.10 LINE LOADS (k/ft): Load Dist 1 0.000 6.000 2 6.000 36.188 3 0.000 36.188 4 0.000 36.188 DL 0.070 0.070 0.090 0.090 0.090 0.090 0.022 0.022 MOMENTS: Span Cond Moment kip-ft Center Max + 62.8 Controlling 62.8 REACTIONS (kips): Beam Number = 127 I -End (34.50,46.43) J-End (70.69,46.43) = W14X22 = 36.19 Red% NonRLL StorLL 0.0 0.05 0.00 LL 0.056 0.056 0.072 0.072 0.072 0.072 0.000 0.000 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: (Camber = 1-1/4) Dead load (in) at Live load (in) at Net Total load (in) at Gravity Beam Design Red% Type - NonR Left 4.78 2.55 7.33 SHEAR: Max V (DL +LL) - 7.33 kips fv = 2.45 kaf Fv =18.96 ksi Red% RoofLL Red% 0.0 0.00 0.0 NonR NonR NonR Q Lb Cb Tension Flange ft ft fb Fb 17.1 0.0 1.00 26.00 33.00 17.1 0.0 1.00 26.00 33.00 17.73 ft = 17.91 ft = 17.91 ft = Right 3.99 2.60 6.58 -1.624 -0.959 -1.333 r r Fy UD = UD = L/D = = 50.0 ksi 267 453 326 Page 27/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Compr Flange fb Fb 26.00 33.00 RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Gravity Beam Design LINE LOADS (k/ft): Load Dist DL 1 0.000 0.099 37.573 0.099 r r r r r Floor Type: Roof SPAN INFORMATION (ft): Beam Size (User Selected) Total Beam Length (ft) POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 1.604 4.92 0.00 0.0 2.43 0.00 0.0 0.00 0.0 1.604 4.60 0.00 0.0 2.79 0.00 0.0 0.00 0.0 8.776 4.97 0.00 0.0 2.51 0.00 0.0 0.00 0.0 8.776 5.14 0.00 0.0 2.71 0.00 0.0 0.00 0.0 15.479 3.42 0.00 0.0 2.42 0.00 0.0 0.00 0.0 15.479 5.02 0.00 0.0 2.63 0.00 0.0 0.00 0.0 22.146 3.51 0.00 0.0 2.41 0.00 0.0 0.00 0.0 22.146 4.15 0.00 0.0 2.62 0.00 0.0 0.00 0.0 28.812 2.99 0.00 0.0 2.00 0.00 0.0 0.00 0.0 28.812 2.76 0.00 0.0 2.23 0.00 0.0 0.00 0.0 33.192 2.64 0.00 0.0 6.58 0.00 0.0 0.00 0.0 33.192 2.51 0.00 0.0 6.27 0.00 0.0 0.00 0.0 Beam Number = 162 I -End (34.50,52.00) J -End (34.50,89.57) = W30X99 = 37.57 LL 0.000 0.000 Red% SHEAR: Max V (DL +LL) = 45.30 kips fv = 3.07 ksi Fv =19.70 ksi MOMENTS: Span Cond Moment aQ Lb kip-ft ft ft Center Max + 382.1 17.5 6.7 Controlling 382.1 17.5 6.7 REACTIONS (kips): at at at Left 28.78 16.52 45.30 18.60 ft = 18.79 ft = 18.79 ft = Right 21.59 21.08 42.67 Type NonR Cb Tension Flange lb Fb 1.00 17.05 33.00 1.00 17.05 33.00 -0.512 -0344 -0.856 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi UD= 881 L/D = 1311 UD = 527 Page 28/78 Compr Flange fb Fb 17.05 33.00 FR RAM RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number -158 SPAN INFORMATION (ft): I -End (34.50,52.00) 3 -End (40.50,52.00) Beam Size (Optimum) = W8X10 Total Beam Length (ft) = 6.00 LINE LOADS (k/ft): Load Dist DL 1 0.000 6.000 2 0.000 6.000 0.090 0.090 0.010 0.010 DL reaction Max +I-L. reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) LL 0.072 0.072 0.000 0.000 NonR SHEAR: Max V (DL +LL) - 0.51 kips fv = 0.38 ksi Fv - 20.00 ksi MOMENTS: Span Cond Moment Q Lb kip-ft ft ft Center Max + 0.8 3.0 0.0 Controlling 0.8 3.0 0.0 REACTIONS (kips): at at at Gravity Beam Design Red% Left 0.30 0.22 0.51 3.00 ft = 3.00 ft = 3.00 ft = Type NonR Right 0.30 0.22 0.51 -0.003 -0.002 -0.006 Cb Tension Flange fb Fb 1.00 1.19 32.70 1.00 1.19 32.70 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi L/D = 22116 L/D = 30751 lID = 12864 r r r r Page 29/78 Compr Flange fb Fb 1.19 32.70 RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof SPAN INFORMATION (ft): Beam Size (Optimum) Total Beam Length (ft) POINT LOADS (kips): Dist DL RedLL 6.000 0.27 0.00 3.000 0.40 8.000 0.80 16.000 0.80 LINE LOADS (k/ft): Load Dist DL LL 1 0.000 0.090 0.072 36.188 0.090 0.072 2 0.000 0.020 0.016 6.000 0.020 0.016 3 6.000 0.090 0.072 36.188 0.090 0.072 4 0.000 0.022 0.000 36.188 0.022 0.000 MOMENTS: Span Cond Moment kip-ft Center Max + 67.3 Controlling 67.3 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: (Camber - 1-1/4) Dead load (in) at Live load (in) at Net Total load (in) at [ C r r r Gravity Beam Design Beam Number 131 I -End (34.50,53.60) = W14X22 = 36.19 Red% Left 4.92 2.43 7.35 J -End (70.69,53.60) Type NonR NonR NonR NonR SHEAR: Max V (DL +LL) - 735 kips fv - 2.45 ksi Fv -18.96 ksi Lb Cb Tension Flange ft ft fb Fb 16.4 0.0 1.00 27.85 33.00 16.4 0.0 1.00 27.85 33.00 17.73 ft = 17.91 ft = 17.91 ft = Right 4.22 2.60 6.81 -1.763 -0.958 -1.471 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi Red% NonRLL StorLL Red% RoofLL Red% 0.0 0.17 0.00 0.0 0.00 0.0 L/D = L/D = L/D = 246 453 295 Page 30/78 Compr Flange fb Fb 27.85 33.00 C r r r r r r r RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number = 133 SPAN INFORMATION (ft): I -End (34.50,60.78) J -End (70.69,60.78) SPAN INFORMATION (ft): I -End (34.50,67.48) J -End (70.69,67.48) Beam Size (Optimum) = W14X22 Fy - 50.0 ksi Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 36.19 Total Beam Length (ft) = 36.19 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 3.000 8.000 16.000 0.40 0.80 0.80 Gravity Ream Design LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.173 0.139 - NonR 36.188 0.173 0.139 2 0.000 0.022 0.000 - NonR 36.188 0.022 0.000 SHEAR: Max V (DL +LL) = 7.48 kips fv - 250 ksi Fv -18.96 Its' MOMENTS: Span Cond Moment Q Lb Cb Tension Flange Compr Flange Left Right kip-ft ft ft fb Fb fb Fb DL reaction 3.42 3.42 Center Max + 65.4 16.4 0.0 1.00 27.06 33.00 27.06 33.00 Max +LL reaction 2.42 2.42 Controlling 65.4 16.4 0.0 1.00 27.06 33.00 - - Max +total reaction 5.84 5.84 REACTIONS (kips): DEFLECTIONS: (Camber =1) Left Right Dead load (in) at 18.09 ft = -1.265 L/D = 343 DL reaction 4.97 4.10 Live load (in) at 18.09 ft = -0.894 L/D = 486 Max +LL reaction 2.51 2.51 Net Total load (in) at 18.09 ft = -1.159 L/D = 375 Max +total reaction 7.48 6.61 DEFLECTIONS: (Camber - 1 -1/4) Dead load (in) at 17.73 ft = -1.716 L/D = 253 Live load (in) at 17.91 ft = -0.928 L/D = 468 Net Total load (in) at 17.91 ft = -1.393 L/D = 312 Page 31/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. r f r r r f r RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number -135 REACTIONS (kips): Gravity Beam Design 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi Page 32/78 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.167 0.134 - NonR 36.188 0.167 0.134 2 0.000 0.022 0.000 - NonR 36.188 0.022 0.000 SHEAR: Max V (DL +LL) .665.84 kips fv -1.95 ksi Fv -18.96 ksi MOMENTS: Span Cond Moment ® Lb Cb Tension Flange Compr Flange kip-ft ft ft fb Fb fb Fb Center Max + 52.9 18.1 0.0 1.00 21.87 33.00 21.87 33.00 Controlling 52.9 18.1 0.0 1.00 21.87 33.00 - - [ r r r r r r r r RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number - 141 SPAN INFORMATION (ft): I -End (34.50,74.15) J -End (70.69,74.15) Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 36.19 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 35.188 0.50 30.188 0.50 LINE LOADS (1c/ft): Load Dist DL LL 1 0.000 0.167 0.133 36.188 0.167 0.133 2 0.000 0.022 0.000 - NonR 36.188 0.022 0.000 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: (Camber -1) Dead load (in) Live load (in) Net Total load (in) at at at Gravity Beam Design Red% Left 3.51 2.41 5.92 18.27 ft 18.09ft - 18.09 ft = Type NonR SHEAR: Max V (DL +LL) - 6.73 kips fv - 2.25 ksi Fv - 18.96 ksi MOMENTS: Span Cond Moment ® Lb Cb kip-ft ft ft Center Max + 54.5 18.4 0.0 1.00 Controlling 54.5 18.4 0.0 1.00 REACTIONS (kips): Right 4.32 2.41 6.73 -1.345 -0.891 -1.237 Tension Flange fb Fb 22.55 33.00 22.55 33.00 Fy = 50.0 ksi L/D = L/D = L/D = Page 33/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Compr Flange fb Fb 22.55 33.00 DL reaction Max +LL. reaction Max +total reaction DEFLECTIONS: (Camber - 3/4) 323 Dead load (in) at 487 Live load (in) at 351 Net Total load (in) at r r r RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Gravity Beam Design Left 2.99 2.00 4.99 18.27 ft = 18.27 ft = 18.27 ft = Right 3.80 2.00 5.80 -1.154 -0.739 -1.143 Floor Type: Roof Beam Number - 137 SPAN INFORMATION (ft): I -End (3450,80.81) J -End (70.69,80.81) Beam Size (User Selected) - W14X22 Total Beam Length (ft) = 36.19 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 35.188 0.50 30.188 0.50 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.138 0.110 --- NonR 36.188 0.138 0.110 2 0.000 0.022 0.000 - NonR 36.188 0.022 0.000 SHEAR: Max V (DL +LL) - 5.80 kips fv -1.94 kal Fv -18.96 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange kip-ft ft ft fb Fb Center Max + 46.1 18.5 0.0 1.00 19.06 33.00 Controlling 46.1 18.5 0.0 1.00 19.06 33.00 REACTIONS (kips): Fy = 50.0 ksi LID = L/D = L/D = 376 588 380 r Page 34/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Compr Flange lb Fb 19.06 33.00 t r RAM rm awxxw MOMENTS: Span Cond Center Max + Controlling REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Moment kip-ft 83.4 83.4 f f RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC at at at Gravity Beam Design Beam Number -139 I -End (34.50,85.19) J -End (70.69,85.19) = W18X35 = 36.19 Red% Left 2.64 6.58 9.22 18.09 ft = 18.09 ft = 18.09 ft = Type NonR NonR - NonR Lb Cb ft ft 18.1 0.0 1.00 18.1 0.0 1.00 Right 2.63 6.58 9.21 -0.380 -0.949 -1.329 f r r Floor Type: Roof SPAN INFORMATION (ft): Beam Size (Optimum) Total Beam Length (ft) POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 1.823 0.02 22.646 0.02 LINE LOADS (k/ft): Load Dist DL LL 1 0.000 0.000 0.276 36.188 0.000 0.276 2 0.000 0.110 0.088 36.188 0.110 0.088 3 0.000 0.035 0.000 36.188 0.035 0.000 SHEAR: Max V (DL +LL) = 9.22 kips fv -1.82 ksi Fv -19.13 ksi Tension Flange fb Fb 17.37 33.00 17.37 33.00 Fy = 50.0 ksi I./D = 1143 I/D = 458 L/D = 327 Page 35/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Compr Flange fb Fb 17.37 33.00 r r r r t f f f RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number -156 SPAN INFORMATION (ft): I -End (36.32,85.19) J -End (36.32,89.57) Beam Size (Optimum) = W8X10 Total Beam Length (ft) = 4.38 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.010 0.000 - NonR 4.381 0.010 0.000 SHEAR: Max V (DL +LL) - 0.02 kips fv - 0.02 ksi MOMENTS: Span Cond Moment Q Lb kip-ft ft ft Controlling 0.0 2.3 4.4 REACTIONS (kips): DL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at at at Gravity Beam Design Left 0.02 0.02 2.19 ft - 2.19 ft = 2.19 ft = Fv - 20.00 kat Cb 1.00 Right 0.02 0.02 -0.000 0.000 -0.000 Tension Flange fb Fb 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi Page 36/78 Compr Flange fb Fb 0.04 28.74 C r r [ r RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Center Max + Controlling REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at at at Gravity Beam Design Floor Type: Roof Beam Number -10 SPAN INFORMATION (ft): I -End (36.32,89.57) J -End (57.15,89.57) Beam Size (User Selected) = W16X26 Total Beam Length (ft) = 20.82 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.000 0.207 - NonR 20.823 0.000 0.207 2 0.000 0.008 0.007 - NonR 20.823 0.008 0.007 3 0.000 0.055 0.044 - NonR 20.823 0.055 0.044 4 0.000 0.026 0.000 - NonR 20.823 0.026 0.000 SHEAR: Max V (DL +LL) - 3.61 kips fv - 0.96 ksi Fv -17.89 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange kip-ft ft ft fb Fb 18.8 10.4 0.0 1.00 5.87 33.00 18.8 10.4 0.0 1.00 5.87 33.00 Left 0.93 2.68 3.61 10.41 ft = 10.41 ft = 10.41 ft = Right 0.93 2.68 3.61 -0.043 -0.125 -0.168 Floor Type: Roof Beam Number - 150 SPAN INFORMATION (ft): I -End (40.50,17.00) J -End (40.50,24.92) Fy = 50.0 ksi Beam Size (Optimum) = W8X10 Total Beam Length (ft) = 7.92 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 1.896 0.33 0.00 0.0 0.24 0.00 0.0 0.00 0.0 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.010 0.000 - NonR 7.917 0.010 0.000 L/D = 5779 L/D = 2003 LD = 1487 Page 37/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Compr Flange fb Fb 5.87 33.00 RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC SHEAR: Max V (DL +LL) - 0.47 kips fv - 035 ksi Fv - 20.00 ksi MOMENTS: Span Cond Moment @ Lb Cb kip-ft ft ft Center Max + 0.9 1.9 6.0 1.75 Controlling 0.9 1.9 6.0 1.75 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at at at Gravity Beam Design Left 0.29 0.18 0.47 3.56 ft = 3.52 ft = 3.52 ft = Right 0.12 0.06 0.18 -0.005 -0.003 -0.009 Tension Flange fb Fb 1.34 30.00 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi UD = 17602 UD = 29642 UD = 11045 Page 38/78 Compr Flange fb Fb 1.34 29.75 1.34 29.75 F F FR RAM RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number -149 SPAN INFORMATION (ft): I -End (40.50,46.43) J -End (40.50,53.60) Beam Size (Optimum) = W8X10 Total Beam Length (ft) = 7.17 POINT LOADS (kips): Dist DL RedLL 5.567 0.30 0.00 LINE LOADS (k/ft): Load Dist DL Red% Type 1 0.000 0.010 - NonR 7.171 0.010 LL 0.000 0.000 SHEAR: Max V (DL +LL) - 0.44 kips MOMENTS: Span Cond Moment kip-ft 0.7 0.7 Center Max + Controlling REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Red% NonRLL StorLL Red% RoofLL Red% 0.0 0.22 0.00 0.0 0.00 0.0 at at at Gravity Beam Design fv - 0.32 ksi Fv = 20.00 ksi Lb Cb ft ft 5.6 5.6 1.75 5.6 5.6 1.75 Left 0.10 0.05 0.15 3.94 ft = 3.98 ft = 3.98 ft = Right 0.27 0.17 0.44 -0.003 -0.002 -0.006 r r Tension Flange fb Fb 1.05 30.00 1.05 30.00 Page 39/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi LD = 24608 LD = 42203 L/D = 15545 Compr Flange fb Fb 1.05 30.00 111 Ur UF RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number -154 Gravity Beam Design SPAN INFORMATION (ft): I -End (45.90,11.64) .1-End (45.90,17.00) Beam Size (Optimum) = W8X10 Total Beam Length (ft) = 5.36 LINE LOADS (k/ft): Load Dist DL IL Red% Type 1 0.000 0.010 0.000 --- NonR 5.364 0.010 0.000 SHEAR: Max V (DL +LL) - 0.03 kips fv - 0.02 ksi Fv - 20.00 ksl MOMENTS: Span Cond Moment ® Lb kip-ft ft ft Controlling 0.0 2.7 5.4 1.00 REACTIONS (kips): DL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at at at Left Right 0.03 0.03 0.03 0.03 2.68 ft = 2.68 ft - 2.68 ft = Cb Tension Flange fb Fb -0.000 0.000 -0.000 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi Page 40178 Compr Flange fb Fb 0.06 26.44 r RAM r RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number = 28 Gravity Beam Design LINE LOADS (k/ft): Load Dist DL IL Red% Type 1 0.000 0.280 0.207 - NonR 24.000 0.280 0.207 2 0.000 0.067 0.054 - NonR 24.000 0.067 0.054 3 0.000 0.008 0.007 - NonR 24.000 0.008 0.007 4 0.000 0.026 0.000 - NonR 24.000 0.026 0.000 SHEAR: Max V (DL +LL) - 7.79 kips fv = 2.07 ksi Fv -17.89 ksi Page 41/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. r r r r r r r r RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number =155 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.010 0.000 - NonR 4.381 0.010 0.000 REACTIONS (kips): Gravity Beam Design SPAN INFORMATION (ft): I -End (45.90,11.64) J -End (69.90,11.64) SPAN INFORMATION (ft): I -End (57.15,85.19) J -End (57.15,89.57) Beam Size (User Selected) = W16X26 Fy = 50.0 ksi Beam Size (Optimum) = W8X10 Total Beam Length (ft) = 24.00 Total Beam Length (ft) = 4.38 Left Right MOMENTS: DL reaction 0.02 0.02 Span Cond Moment ® Lb Cb Tension Flange Compr Flange Max +total reaction 0.02 0.02 kip-ft ft ft fb Fb tb Fb Center Max + 46.7 12.0 0.0 1.00 14.60 33.00 14.60 33.00 DEFLECTIONS: Controlling 46.7 12.0 0.0 1.00 14.60 33.00 - - Dead load (in) at 2.19 ft = -0.000 Live load (in) at 2.19 ft = 0.000 REACTIONS (kips): Net Total load (in) at 2.19 ft = -0.000 Left Right DL reaction 4.58 4.58 Max +LL reaction 3.21 3.21 Max +total reaction 7.79 7.79 DEFLECTIONS: Dead load (in) at 12.00 ft = -0.326 VD = 883 Live load (in) at 12.00 ft = -0.229 L/D = 1260 Net Total load (in) at 12.00 ft = -0.555 UD = 519 Fy = 50.0 ksi Page 42/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. SHEAR: Max V (DL +LL) - 0.02 kips fv = 0.02 kat Fv ■ 20.00 ksi MOMENTS: Span Cond Moment Q Lb Cb Tension Flange Compr Flange kip-ft ft ft lb Fb lb Fb Controlling 0.0 2.3 4.4 1.00 - - 0.04 28.74 RAM MEi`YISTW RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number -11 SPAN INFORMATION (ft): I -End (57.15,89.57) J -End (86.30,8957) Beam Size (User Selected) = W24X62 Total Beam Length (ft) = 29.16 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% 13.542 16.23 0.00 0.0 18.68 0.00 0.0 LINE LOADS (k/ft): Load Dist 1 0.000 29.156 2 0.000 29.156 3 0.000 29.156 4 0.000 29.156 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) DL 0.280 0.280 0.008 0.008 0.055 0.055 0.062 0.062 f f r Gravity Beam Design LL Red% Type 0.207 - NonR 0.207 0.007 - NonR 0.007 0.044 - NonR 0.044 0.000 - NonR 0.000 SHEAR: Max V (DL +LL) - 2836 kips fv - 2.78 ksi Fv = 20.00 ksi MOMENTS: Span Cond Moment ® Lb Cb kip-ft ft ft Center Max + 323.2 13.5 0.0 1.00 Controlling 323.2 13.5 0.0 1.00 at at at Left 14.60 13.76 28.36 14.29 ft = 14.29 ft = 14.29 ft = Right 13.45 12.43 25.88 -0.463 -0.459 -0.922 RoofLL 0.00 Tension Flange fb Fb 29.39 33.00 29.39 33.00 UD = L/D = UD = Page 43/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Compr Flange fb Fb 29.39 33.00 Fil RAM MEP WENV Floor Type: Roof Beam Number - 27 SPAN INFORMATION (ft): I -End (69.90,11.64) J -End (103.73,11.64) Fy = 50.0 ksi Beam Size (User Selected) = W21X44 Fy = 50.0 ksi Total Beam Length (ft) = 33.83 POINT LOADS (kips): Red% Dist DL RedLL 0.0 0.792 5.88 0.00 LINE LOADS (k/ft): Load Dist DL IL Red% Type 1 0.000 0.280 0.207 - NonR 33.833 0.280 0.207 2 0.000 0.067 0.054 - NonR 33.833 0.067 0.054 3 0.000 0.008 0.007 - NonR 33.833 0.008 0.007 4 0.000 0.044 0.000 - NonR 33.833 0.044 0.000 SHEAR: Max V (DL +LL) = 27.00 kips fv - 3.90 ksi Fv = 18.99 ksi MOMENTS: Span Cond RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Center Max + Controlling REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: 755 Dead load (in) 763 Live load (in) 379 Net Total load (in) Moment kip-ft 101.9 101.9 Red% NonRLL StorLL Red% RoofLL Red% 0.0 10.22 0.00 0.0 0.00 0.0 at at at Gravity Beam Design ft 16.3 16.3 Left 12.50 14.50 27.00 Lb Cb ft 0.0 1.00 0.0 1.00 16.75 ft = 16.75 ft = 16.75 ft = Right 6.90 4.76 11.66 -0.505 -0.363 -0.869 Tension Flange fb Fb 14.99 33.00 14.99 33.00 L/D = 803 L/D = 1117 L/D = 467 Page 44/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Compr Flange fb Fb 14.99 33.00 Fil RAM r RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC GravityJ3eam Design r Floor Type: Roof Beam Number - 39 SPAN INFORMATION (ft): I -End (70.69,11.64) J -End (70.69,24.92) Beam Size (User Selected) = W24X55 Total Beam Length (ft) = 13.28 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 5.364 5.58 0.00 0.0 9.75 0.00 0.0 0.00 5.364 3.66 0.00 0.0 7.40 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL IL Red% Type 1 0.000 0.055 0.000 - NonR 13.281 0.055 0.000 SHEAR: Max V (DL +LL) =16.09 kips fv - 1.80 ksi Fv - 18.78 ksi MOMENTS: Span Cond Moment @ Lb Cb kip-ft ft ft Center Max + 85.5 5.4 7.9 1.75 Controlling 85.5 5.4 7.9 1.75 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at at at Left 5.88 10.22 16.09 6.31 ft = 624 ft = 6.24 ft = Right 4.10 6.92 11.02 -0.020 -0.035 -0.055 Tension Flange fb Fb 8.92 30.00 8.92 30.00 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Floor Type: Roof Beam Number - 47 SPAN INFORMATION (ft): I -End (70.69,17.00) J -End (118.36,17.00) Beam Size (User Selected) W24X55 Fy = 50.0 ksi Total Beam Length (ft) = 47.68 POINT LOADS (kips): Red% Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 0.0 33.041 0.03 0.0 36.676 0.50 30.676 0.50 LINE LOADS (k/ft): Load Dist DL IL Red% Type 1 0.000 0.000 0.276 - NonR 47.676 0.000 0.276 2 0.000 0.166 0.133 - NonR 47.676 0.166 0.133 3 0.000 0.055 0.000 - NonR 47.676 0.055 0.000 SHEAR: Max V (DL +LL) -15.75 kips fv -1.77 ksi Fv - 18.78 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip-ft ft ft fb Fb fb Fb 186.4 24.3 0.0 1.00 19.45 33.00 19.45 33.00 186.4 24.3 0.0 1.00 19.45 33.00 - - Fy = 50.0 ksi IJD = 8054 IJD = 4567 LD = 2914 r t u r (r r Page 45/78 Compr Flange fb Fb 8.92 30.00 RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Center Max + Controlling REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: (Camber - 1/2) Dead load (in) at Live load (in) at Net Total load (in) at Gravity Beam Design Left 5.58 9.75 15.33 24.08 ft = 23.84 ft = 23.84 ft = Right 6.00 9.75 15.75 -0.731 -1.205 -1.436 02/26/07 11:32:51 Steel Code: ASD 9th Ed. L/D = 783 L/D = 475 IJD = 399 Page 46/78 f r FR RAM f RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof SPAN INFORMATION (ft): Beam Size (Optimum) Total Beam Length (ft) POINT LOADS (kips): Dist DL RedLL 7.146 5.33 0.00 7.146 3.68 0.00 14.344 7.70 0.00 14.344 3.99 0.00 21.516 7.69 0.00 21.516 3.99 0.00 28.687 5.33 0.00 28.687 4.22 0.00 35.859 5.12 0.00 35.859 4.10 0.00 LINE LOADS (k/ft): Load Dist DL 1 0.000 0.076 39.552 0.076 SHEAR: Max V (DL +LL) - 45.73 kips fv - 4.35 ksi Fv - 20.00 ksi MOMENTS: Span Cond Moment ® Lb kip-ft ft ft Center Max + 481.5 21.5 7.2 Controlling 481.5 21.5 7.2 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: (Camber -1) Dead load (in) Live load (in) Net Total load (in) Beam Number - 38 I -End (70.69,24.92) J -End (70.69,64.47) = W24X76 = 39.55 Red% NonRLL StorLL Red% RoofLL Red% 0.0 3.65 0.00 0.0 0.00 0.0 0.0 2.60 0.00 0.0 0.00 0.0 0.0 3.66 0.00 0.0 0.00 0.0 0.0 2.60 0.00 0.0 0.00 0.0 0.0 3.65 0.00 0.0 0.00 0.0 0.0 2.60 0.00 0.0 0.00 0.0 0.0 3.65 0.00 0.0 0.00 0.0 0.0 2.60 0.00 0.0 0.00 0.0 0.0 3.45 0.00 0.0 0.00 0.0 0.0 2.51 0.00 0.0 0.00 0.0 LL Red% Type 0.000 - NonR 0.000 at at at Gravity Beam Design Left Right 25.14 29.01 14.23 16.73 39.37 45.73 19.78 ft = 19.78 ft = 19.78 ft = r r r r r r r r if r Cb Tension Flange fb Fb 1.03 32.83 33.00 1.03 32.83 33.00 -1.397 -0.779 -1.177 UD = LID = UD = Page 47/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi 340 609 403 Compr Flange fb Fb 32.83 33.00 RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: (Camber - 3/4) Dead load (in) at Live load (in) at Net Total load (in) at Gravity Beam Design Floor Type: Roof Beam Number - 42 SPAN INFORMATION (ft): I -End (70.69,2492) .I-End (118.36,24.92) Beam Size (User Selected) = W21X44 Total Beam Length (ft) = 47.68 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 42.676 0.00 0.00 0.0 2.21 0.00 0.0 0.00 0.0 36.676 0.50 30.676 0.50 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.188 0.151 - NonR 47.676 0.188 0.151 2 0.000 0.044 0.000 - NonR 47.676 0.044 0.000 SHEAR: Max V (DL +LL) -11.82 kips fv -1.71 ksi Fv -18.99 ksi MOMENTS: Span Cond Moment Qa Lb kip-ft ft ft Center Max + 121.7 25.2 0.0 Controlling 121.7 25.2 0.0 REACTIONS (kips): Left 5.84 3.82 9.66 24.08 ft = 24.08 ft = 24.08 ft = Right 6.25 5.57 11.82 Cb Tension Flange fb Fb 1.00 17.90 33.00 1.00 17.90 33.00 -1.228 -0.826 -1.304 Fy = 50.0 ksi L!D = L/D = L/D = 466 693 439 Page 48/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Compr Flange fb Fb 17.90 33.00 r if f r f r S RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Gravity Beam Design Floor Type: Roof Beam Number =130 SPAN INFORMATION (ft): I -End (70.69,32.06) J -End (11836,32.06) Beam Size (User Selected) = W21X44 Total Beam Length (ft) = 47.68 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 42.676 0.00 0.00 0.0 2.21 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.179 0.143 - NonR 47.676 0.179 0.143 2 0.000 0.044 0.000 - NonR 47.676 0.044 0.000 SHEAR: Max V (DL +LL) -10.73 kips fv =1.55 ksi Fv -18.99 ksi MOMENTS: Span Cond Center Max + Controlling REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: (Camber -.3/4) Dead load (in) at Live load (in) at Net Total load (in) at Moment @ Lb Cb Tension Flange kip-ft ft ft fb Fb 109.9 24.5 0.0 1.00 16.16 33.00 109.9 24.5 0.0 1.00 16.16 33.00 Left 5.33 3.65 8.98 23.84 ft = 24.08 ft = 24.08 ft = Right 5.33 5.40 10.73 -1.063 -0.792 -1.104 Fy = 50.0 ksi UD = UD = UD = 538 723 518 Page 49/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Compr Flange fb Fb 16.16 33.00 RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number -129 SPAN INFORMATION (ft): I -End (70.69,39.26) J -End (11836,39.26) Beam Size (User Selected) = W21X44 Total Beam Length (ft) = 47.68 POINT LOADS (kips): Red% Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 0.0 42.676 0.00 0.00 0.0 2.21 0.00 0.0 0.00 0.0 1.000 9.000 16.000 24.000 0.80 0.80 0.80 0.80 LINE LOADS (k/ft): Load Dist DL 1 0.000 0.180 47.676 0.180 2 0.000 0.044 47.676 0.044 SHEAR: Max V (DL +LL) 11.58 kips fv =1.67 ksi Fv = 18.99 ksi MOMENTS: Span Cond Moment kip-ft 129.9 129.9 Center Max + Controlling REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: (Camber =1) Dead load (in) Live load (in) Net Total load (in) at at at Gravity Beam Design LL Red% Type 0.144 - NonR 0.144 0.000 - NonR 0.000 @ Lb Cb Tension Flange ft ft fb Fb 24.0 0.0 1.00 19.10 33.00 24.0 0.0 1.00 19.10 33.00 Left 7.70 3.66 11.35 23.60 ft = 23.84 ft = 23.84 ft = f c f r Right 6.18 5.40 11.58 -1.379 -0.793 -1.171 Fy = 50.0 ksi UD = UD = UD = 415 722 489 Page 50/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Compr Flange fb Fb 19.10 33.00 c r i c c c c r t RAM 1.000 9.000 16.000 24.000 RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number =128 SPAN INFORMATION (ft): I -End (70.69,46.43) J -End (11836,46.43) Beam Size (User Selected) = W21X44 Total Beam Length (ft) = 47.68 POINT LOADS (kips): Dist DL RedLL 42.676 0.00 0.00 0.80 0.80 0.80 0.80 LINE LOADS (k/ft): Load Dist DL 1 0.000 0.179 47.676 0.179 2 0.000 0.044 47.676 0.044 SHEAR: Max V (DL +LL) = 11.56 kips fv =1.67 ksi Fv -18.99 ksi MOMENTS: Span Cond Moment Q Lb Cb Tension Flange kip-ft ft ft fb Fb Center Max + 129.7 24.0 0.0 1.00 19.07 33.00 Controlling 129.7 24.0 0.0 1.00 19.07 33.00 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: (Camber =1) Dead load (in) Live load (in) Net Total load (in) Red% NonRLL StorLL Red% RoofLL 0.0 2.21 0.00 0.0 0.00 LL 0.143 0.143 0.000 - NonR 0.000 at at at Gravity Beam Design Red% Left Right 7.69 6.17 3.65 5.40 11.34 11.56 23.60 ft = 23.84 ft = 23.84 ft = Type NonR -1.377 -0.791 -1.168 Fy = 50.0 ksi L/D = L/D = L/D = 415 723 490 Page 51/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Compr Flange fb Fb 19.07 33.00 r RAM Steel v10.0 The Cheesecake Factory, 'Ihkwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number =132 SPAN INFORMATION (ft): I -End (70.69,53.60) J -End (118.36,53.60) Beam Size (User Selected) = W21X44 Total Beam Length (ft) = 47.68 POINT LOADS (kips): Red% Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 0.0 42.676 0.00 0.00 0.0 2.21 0.00 0.0 0.00 0.0 LINE LOADS (k/ft): Load Dist DL Red% Type 1 0.000 0.179 - NonR 47.676 0.179 2 0.000 0.044 - NonR 47.676 0.044 LL 0.143 0.143 0.000 0.000 Left Right DL reaction 5.33 5.33 Max +LL reaction 3.65 5.40 Max +total reaction 8.98 10.73 DEFLECTIONS: (Camber - 3/4) Dead load (in) at 23.84 ft = Live load (in) at 24.08 ft = Net Total load (in) at 24.08 ft = GravityJ3eam Design SHEAR Max V (DL +LL) =10.73 kips fv = 1.55 ksi Fv =18.99 ksi MOMENTS: Span Cond Moment ® Lb Cb kip-ft ft ft Center Max + 109.9 24.5 0.0 1.00 Controlling 109.9 24.5 0.0 1.00 REACTIONS (kips): f t r c r -1.063 -0.792 -1.104 Tension Flange fb Fb 16.16 33.00 16.16 33.00 Fy = 50.0 ksi L/D = L/D = L/D = 538 723 518 Page 52/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Compr Flange fb Fb 16.16 33.00 e r RAM 1MFdiVk11W! RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Gravity Beam Design Floor Type: Roof Beam Number =134 SPAN INFORMATION (ft): I -End (70.69,60.78) J -End (11836,60.78) Beam Size (User Selected) = W21X44 Total Beam Length (11) = 47.68 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi Page 53/78 r f f RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number = 37 SPAN INFORMATION (ft): I -End (70.69,64.47) Beam Size (User Selected) = W24X62 Total Beam Length (ft) = 25.10 Gravity Beam Design J -End (70.69,89.57) 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi Page 54/78 POINT LOADS (kips): POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 6.000 0.16 0.00 0.0 0.09 0.00 0.0 0.00 0.0 3.010 5.36 0.00 0.0 3.31 0.00 0.0 0.00 0.0 42.676 0.00 0.00 0.0 2.21 0.00 0.0 0.00 0.0 3.010 3.42 0.00 0.0 2.42 0.00 0.0 0.00 0.0 LINE LOADS (k/ft): 9.677 5.45 0.00 0.0 3.41 0.00 0.0 0.00 0.0 Load Dist DL LL Red% Type 9.677 4.32 0.00 0.0 2.41 0.00 0.0 0.00 0.0 1 0.000 0.046 0.037 - NonR 16.343 4.35 0.00 0.0 2.86 0.00 0.0 0.00 0.0 6.000 0.046 0.037 16.343 3.80 0.00 0.0 2.00 0.00 0.0 0.00 0.0 2 6.000 0.084 0.067 - NonR 20.723 3.82 0.00 0.0 8.67 0.00 0.0 0.00 0.0 47.676 0.084 0.067 20.723 2.63 0.00 0.0 6.58 0.00 0.0 0.00 0.0 3 0.000 0.090 0.072 - NonR LINE LOADS (k/ft): 47.676 0.090 0.072 Load Dist DL LL Red% Type 4 0.000 0.044 0.000 - NonR 1 0.000 0.062 0.000 - NonR 47.676 0.044 0.000 25.104 0.062 0.000 SHEAR: Max V (DL +LL) -10.48 kips fv =1.51 ksi Fv = 18.99 ksi SHEAR: Max V (DL +LL) - 34.91 kips fv = 3.43 ksi Fv - 20.00 ksi MOMENTS: MOMENTS: Span Cond Moment ® Lb Cb Tension Flange Compr Flange Span Cond Moment ® Lb Cb Tension Flange Compr Flange kip-ft ft ft fb Fb fb Fb kip-ft ft ft fb Fb fb Fb Center Max + 107.0 24.5 0.0 1.00 15.74 33.00 15.74 33.00 Center Max + 208.4 16.3 6.7 1.01 18.95 30.00 18.95 29.80 Controlling 107.0 24.5 0.0 1.00 15.74 33.00 - - Controlling 208.4 16.3 6.7 1.01 - - 18.95 29.80 REACTIONS (kips): REACTIONS (kips): Left Right Left Right DL reaction 5.12 5.19 DL reaction 18.48 16.23 Max +LL reaction 3.45 5.29 Max +LL reaction 12.98 18.68 Max +total reaction 8.57 10.48 Max +total reaction 31.46 34.91 DEFLECTIONS: (Camber - 3/4) DEFLECTIONS: Dead load (in) at 23.84 ft = -1.038 I/D = 551 Dead load (in) at 12.55 ft = -0.296 UD = 1018 Live load (in) at 24.08 ft = -0.769 I /D = 744 Live load (in) at 12.80 ft = -0.244 UD = 1236 Net Total load (in) at 24.08 ft = -1.057 UD = 541 Net Total load (in) at 12.80 ft = -0.540 UD = 558 if r r (r f RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Gravity Beam DeT,+II Page 55/78 Left Right DL reaction 0.28 0.28 Max +LL reaction 0.20 0.20 Max +total reaction 0.48 0.48 DEFLECTIONS: Dead load (in) at 3.00 ft = -0.003 UD = 23498 Live load (in) at 3.00 ft = -0.002 IJD = 32903 Net Total load (in) at 3.00 ft = -0.005 LID = 13708 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Floor Type: Roof Beam Number =160 SPAN INFORMATION (ft): I -End (70.69,64.47) J -End (76.69,64.47) Beam Size (Optimum) = W8X10 Fy = 50.0 ksi Total Beam Length (ft) = 6.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.084 0.067 - NonR 6.000 0.084 0.067 2 0.000 0.010 0.000 - NonR 6.000 0.010 0.000 SHEAR: Max V (DL +LL) - 0.48 kips fv - 036 ksi Fv = 20.00 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip-ft ft ft fb Fb fb Fb Center Max + 0.7 3.0 0.0 1.00 1.11 32.70 1.11 32.70 Controlling 0.7 3.0 0.0 1.00 1.11 32.70 - - REACTIONS (kips): RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Gravity Beam Design r ft r Left Right DL reaction 5.36 623 Max +LL reaction 3.31 5.17 Max +total reaction 8.67 11.39 DEFLECTIONS: (Camber - 3/4) Dead load (in) at 24.31 ft = -1.188 Live load (in) at 24.31 ft = -0.745 Net Total load (in) at 24.31 ft = -1.184 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Floor Type: Roof Beam Number = 41 SPAN INFORMATION (ft): I -End (70.69,67.48) J -End (118.36,67.48) Beam Size (User Selected) = W21X44 Fy = 50.0 ksi Total Beam Length (ft) = 47.68 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 6.000 0.19 0.00 0.0 0.11 0.00 0.0 0.00 0.0 42.676 0.00 0.00 0.0 2.21 0.00 0.0 0.00 0.0 37.676 0.80 32.676 0.80 LINE LOADS (k/ft): Load Dist DL II.. Red% Type 1 0.000 0.083 0.067 - NonR 47.676 0.083 0.067 2 0.000 0.038 0.030 - NonR 6.000 0.038 0.030 3 6.000 0.084 0.067 - NonR 47.676 0.084 0.067 4 0.000 0.044 0.000 - NonR 47.676 0.044 0.000 SHEAR: Max V (DL +LL) -1139 kips fv =1.64 ksi Fv =18.99 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip-ft ft ft fb Fb fb Fb Center Max + 114.3 25.7 0.0 1.00 16.81 33.00 16.81 33.00 Controlling 114.3 25.7 0.0 1.00 16.81 33.00 - - REACTIONS (kips): UD = 481 UD = 768 UD = 483 Page 56/78 RAM RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Gravity Beam Design Floor Type: Roof Beam Number = 62 SPAN INFORMATION (ft): I -End (70.69,74.15) J End (118.36,74.15) Beam Size (User Selected) = W21X44 Total Beam Length (ft) = 47.68 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 42.676 0.00 0.00 0.0 2.21 0.00 0.0 0.00 0.0 37.676 0.80 32.676 0.80 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.167 0.133 - NonR 47.676 0.167 0.133 2 0.000 0.044 0.000 - NonR 47.676 0.044 0.000 SHEAR: Max V (DL +LL) =1136 kips fv = 1.64 ksi Fv = 18.99 ksi MOMENTS: Span Cond Center Max + Controlling REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: (Camber = 3/4) Dead load (in) at Live load (in) at Net Total load (in) at Moment aC3 Lb Cb kip-ft ft ft 113.9 25.7 0.0 1.00 113.9 25.7 0.0 1.00 Left Right 5.45 6.21 3.41 5.16 8.86 11.36 24.31 ft = 24.31 ft = 24.31 ft = -1.183 -0.744 -1.177 Tension Flange fb Fb 16.76 33.00 16.76 33.00 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Floor Type: Roof Beam Number = 40 SPAN INFORMATION (ft): I -End (70.69,80.81) J -End (11836,80.81) Beam Size (User Selected) = W21X44 Total Beam Length (ft) = 47.68 POINT LOADS (kips): Red% Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 42.676 0.00 0.00 0.0 2.21 0.00 0.0 0.00 0.0 Fy = 50.0 ksi L/D = L/D L/D = 483 769 486 Page 57/78 Compr Flange fb Fb 16.76 33.00 RAM f t RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC LINE LOADS (k/ft): Load Dist DL 1 0.000 0.138 47.676 0.138 2 0.000 0.044 47.676 0.044 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: (Camber = 1/2) Dead load (in) at Live load (in) at Net Total load (in) at Gravity Beam Design I.I. Red% Type 0.110 - NonR 0.110 0.000 - NonR 0.000 SHEAR: Max V (DL +LL) = 8.96 kips fv =1.29 ksi Fv -18.99 ksi MOMENTS: Span Cond Moment Qa Lb Cb kip-ft ft ft Center Max + 88.8 24.6 0.0 1.00 Controlling 88.8 24.6 0.0 1.00 REACTIONS (kips): Left 4.35 2.86 7.21 23.84 ft = 24.08 ft = 24.08 ft = Right 4.35 4.61 8.96 -0.867 -0.635 -1.002 Tension Flange fb Fb 13.06 33.00 13.06 33.00 L/D = L/D = L/D 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi 660 901 571 Page 58/78 Compr Flange fb Fb 13.06 33.00 r ( r i RAM Floor Type: Roof Beam Number = Ill SPAN INFORMATION (ft): I -End (70.69,85.19) J -End (118.36,85.19) Beam Size (User Selected) = W21X50 Total Beam Length (ft) = 47.68 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 15.614 0.02 LINE LOADS (k/ft): Load Dist DL LL 1 0.000 0.000 0.276 47.676 0.000 0.276 2 0.000 0.110 0.088 47.676 0.110 0.088 3 0.000 0.050 0.000 47.676 0.050 0.000 SHEAR: Max V (DL +LL) =12.49 kips MOMENTS: Span Cond RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Center Max + Controlling REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: (Camber - 1/2) Dead load (in) at Live load (in) at Net Total load (in) at Gravity Beam Design Red% Type - NonR - NonR NonR fv -158 ksi Fv = 20.00 ksi Moment @ Lb Cb Tension Flange kip-ft ft ft fb Fb 148.8 23.8 0.0 1.00 18.90 33.00 148.8 23.8 0.0 1.00 18.90 33.00 Left 3.82 8.67 12.49 23.84 ft = 23.84 ft 23.84 ft = Right 3.81 8.67 12.48 -0.652 -1.481 -1.634 Fy = 50.0 ksi L/D = UD = UD = 877 386 350 t r C r Page 59/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Compr Flange fb Fb 18.90 33.00 RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number =151 Gravi Bean Design SPAN INFORMATION (ft): I -End (76.69,60.78) J -End (76.69,67.48) Beam Size (Optimum) = W8X10 Total Beam Length (ft) = 6.70 POINT LOADS (kips): Dist DL RedLL 3.693 0.28 0.00 LINE LOADS (k/ft): Load Dist DL 1 0.000 0.010 6.702 0.010 DL reaction Max +LL reaction Max 4-total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Red% NonRLL StorLL Red% RoofLL Red% 0.0 0.20 0.00 0.0 0.00 0.0 LL 0.000 0.000 Red% Type NonR SHEAR Max V (DL +LL) - 030 kips fv - 0.22 ksi Fv = 20.00 ksi MOMENTS: Span Cond Moment @ Lb Cb kip-ft ft ft Center Max + 0.9 3.7 3.7 1.75 Controlling 0.9 3.7 3.7 1.75 REACTIONS (kips): at at at Left 0.16 0.09 0.25 3.45 ft = 3.45 ft = 3.45 ft - Right 0.19 0.11 0.30 -0.004 -0.002 -0.006 Tension Flange fb Fb 1.32 30.00 1.32 30.00 Fy = 50.0 ksi L/D = 20720 L/D = 33417 LID = 12790 Page 60/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Compr Flange fb Fb 1.32 30.00 I t ( X ( f c r r 91� RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number - 114 SPAN INFORMATION (ft): I -End (86.30,85.19) J -End (86.30,8957) Beam Size (Optimum) - W8X10 Total Beam Length (ft) = 4.38 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.010 0.000 - NonR 4.381 0.010 0.000 SHEAR: Max V (DL +LL) - 0.02 kips fv - 0.02 ksl Fv - 20.00 ksl MOMENTS: Span Cond Moment ® Lb Cb kip-ft ft ft Controlling 0.0 2.3 4.4 1.00 REACTIONS (kips): DL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at at at Gravity Beam Design Left Right 0.02 0.02 0.02 0.02 2.19 ft = 2.19 ft = 2.19 ft = -0.000 0.000 -0.000 Tension Flange fb Fb Page 61/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi Compr Flange fb Fb 0.04 28.74 RAM MEH`K'[TW r LINE LOADS (k/ft): Load Dist 1 0.000 32.062 2 0.000 32.062 3 0.000 32.062 4 0.000 32.062 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof SPAN INFORMATION (ft): Beam Size (User Selected) Total Beam Length (ft) DL 0.280 0.280 0.008 0.008 0.055 0.055 0.035 0.035 SHEAR: Max V (DL +LL) - MOMENTS: Span Cond Moment kip-ft Center Max + 81.7 Controlling 81.7 REACTIONS (kips): Beam Number -12 I -End (86.30,89.57) J -End (118.36,8937) = W18X35 = 32.06 LL 0.207 0.207 0.007 0.007 0.044 0.044 0.000 0.000 f Gravity Beam Design Red% Type --- NonR - NonR - NonR - NonR 10.19 kips fv - 2.02 ksi Fv - 19.13 ksi Lb ft ft 16.0 0.0 16.0 0.0 Left Right 6.06 6.06 4.13 4.13 10.19 10.19 at 16.03 ft = at 16.03 ft = at 16.03 ft = Cb Tension Flange fb Fb 1.00 17.02 33.00 1.00 17.02 33.00 -0.608 -0.414 -1.022 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi L/D = L/D = LID = 633 930 377 Page 62/78 Compr Flange fb Fb 17.02 33.00 f Fil RAM RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof SPAN INFORMATION (ft): Beam Size (Optimum) Total Beam Length (ft) LINE LOADS (k/ft): Load Dist DL 1 0.000 0.010 5.364 0.010 DL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) LL 0.000 0.000 at at at Gravity Beam Design Beam Number - 96 I -End (103.73,11.64) J End (103.73,17.00) = W8X10 = 5.36 Red% Type - NonR SHEAR: Max V (DL +LL) - 0.03 kips fv - 0.02 ksi Fv - 20.00 ksi MOMENTS: Span Cond Moment Q Lb Cb kip-ft ft ft Controlling 0.0 2.7 5.4 1.00 REACTIONS (kips): Left Right 0.03 0.03 0.03 0.03 2.68 ft = 2.68 ft = 2.68 ft = -0.000 0.000 -0.000 Tension Flange fb Fb Page 63/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. r r t r f RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number - 21 SPAN INFORMATION (ft): I -End (103.73,11.64) J -End (11836,11.64) Fy = 50.0 ksi Beam Size (User Selected) = W12X14 Compr Flange fb Fb 0.06 26.44 Total Beam Length (ft) = 14.64 POINT LOADS (kips): Dist DL RedLL 2.271 0.70 0.00 5.000 0.00 0.00 LINE LOADS (k/ft): Load Dist 1 0.000 2.271 2 2.271 14.635 3 0.000 14.635 4 0.000 2.271 5 2.271 14.635 6 0.000 14.635 Center Max + Controlling REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) DL 0.280 0.280 0.160 0.160 0.067 0.067 0.008 0.008 0.058 0.058 0.014 0.014 Red% 0.0 0.0 LL 0.207 0.207 0.000 0.000 0.054 0.054 0.007 0.007 0.046 0.046 0.000 0.000 SHEAR: Max V (DL +LL) - 5.88 kips MOMENTS: Span Cond Moment kip-ft 19.1 19.1 at at at Gravity Beam Design NonRLL StorLL 0.50 0.00 2.21 0.00 ft 5.0 5.0 Red% Type - NonR 0.0% Red - NonR NonR - NonR NonR fv - 2.57 ksi Fv -18.76 ksi Left 2.93 2.96 5.88 Lb Cb ft 0.0 1.00 0.0 1.00 7.17 ft = 7.02 ft = 7.02ft = Right 2.31 1.59 3.90 -0.136 -0.138 -0.274 Tension Flange fb Fb 15.37 33.00 15.37 33.00 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi Red% RoofLL Red% 0.0 0.00 0.0 0.0 0.00 0.0 L/D = 1294 UD = 1269 UD = 641 Page 64/78 Compr Flange fb Fb 15.37 33.00 f FR RAM ME 9W1 %TYl RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof SPAN INFORMATION (ft): Beam Size (User Selected) Total Beam Length (ft) LINE LOADS (k/ft): Load Dist 1 0.000 4.636 2 0.000 4.636 3 0.000 4.636 DL 0.280 0.280 0.008 0.008 0.014 0.014 Gravity Beam Design Beam Number = 22 I -End (106.00,7.00) J -End (106.00,11.64) = W12X14 = 4.64 LL Red% Type 0.207 - NonR 0207 0.007 - NonR 0.007 0.000 - NonR 0.000 SHEAR: Max V (DL +LL) = 1.20 kips fv = 0.52 ksi Fv 18.76 ksi MOMENTS: Span Cond Moment kip-ft 1.4 1.4 Center Max + Controlling REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at at at @ Lb Cb Tension Flange ft ft lb Fb 2.3 4.6 1.00 1.12 30.00 2.3 4.6 1.00 - - Left Right 0.70 0.70 0.50 0.50 1.20 1.20 2.32 ft = 2.32 ft = 2.32 ft = -0.001 -0.001 -0.002 f r 02/26/0 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi L/D = 45466 1/D = 26645 Page 65/78 Compr Flange lb Fb 1.12 27.75 1.12 27.75 i r r RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number =18 SPAN INFORMATION (ft): I -End (106.00,7.00) J -End (113.00,0.00) Beam Size (User Selected) = W 12X14 Total Beam Length (ft) = 9.90 LINE LOADS (k/ft): Load Dist 1 0.000 9.899 2 0.000 9.899 3 0.000 9.899 4 0.000 9.899 SHEAR: Max V (DL +LL) = 2.92 kips fv =1.28 ksi Fv =18.76 ksi MOMENTS: Span Cond Moment ® Lb Cb kip-ft ft ft Center Max + 7.0 5.0 0.0 1.00 Controlling 7.0 5.0 0.0 1.00 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) DL 0.280 0280 0.000 0.062 0.008 0.008 0.014 0.014 LL Red% Type 0207 - NonR 0.207 0.000 - NonR 0.049 0.007 - NonR 0.007 0.000 - NonR 0.000 at at at Gravity Beam Design Left 1.60 1.14 2.74 4.95 ft = 4.95 ft = 4.95 ft = r Right 1.70 122 2.92 -0.028 -0.020 -0.048 Tension Flange lb Fb 5.64 33.00 5.64 33.00 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi L/D = 4236 L/D = 5925 L/D = 2470 Page 66/78 Compr Flange lb Fb 5.64 33.00 RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number - 23 SPAN INFORMATION (ft): I -End (106.00,7.00) J -End (11836,7.00) Beam Size (Optimum) = W8X10 Total Beam Length (ft) = 12.36 POINT LOADS (kips): Dist DL RedLL 5.000 0.00 0.00 LINE LOADS (1c/ft): Load Dist 1 0.000 12.364 2 0.000 7.000 3 7.000 12.364 4 0.000 12.364 DL 0.058 0.058 0.000 0.088 0.088 0.088 0.010 0.010 SHEAR: Max V (DL +LL) - 255 kips MOMENTS: Span Cond Moment kip-ft Center Max + 10.9 Controlling 10.9 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) r Gravity Beam Design Red% NonRLL StorLL Red% RoofLL Red% 0.0 2.21 0.00 0.0 0.00 0.0 LL Red% Type 0.046 - NonR 0.046 0.000 0.070 0.070 0.070 0.000 0.000 at at at Left Right 0.71 0.90 1.84 1.57 2.55 2.47 - NonR - NonR - NonR fv -1.90 ksi Fv - 20.00 ksi @ Lb Cb ft ft 5.0 0.0 1.00 5.0 0.0 1.00 6.24 ft = 6.06 ft = 6.06 ft = -0.080 -0.219 -0.299 Tension Flange fb Fb 16.67 32.70 16.67 32.70 r r $ r 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi UD = 1853 UD = 677 UD = 496 Page 67/78 Compr Flange fb Fb 16.67 32.70 91� DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof SPAN INFORMATION (ft): Beam Size (User Selected) Total Beam Length (ft) POINT LOADS (kips): Dist DL RedLL 5.364 6.07 0.00 LINE LOADS (1c/ft): Load Dist DL LL 1 0.000 0.280 0.207 10.000 0.280 0.207 2 0.000 0.088 0.070 10.000 0.088 0.070 3 0.000 0.008 0.007 10.000 0.008 0.007 4 0.000 0.044 0.000 10.000 0.044 0.000 MOMENTS: Span Cond Moment kip-ft Center Max + 46.5 Controlling 46.5 REACTIONS (kips): at at at Gravity Beam Design Beam Number =14 I -End (113.00,0.00) J -End (123.00,0.00) = W21X44 = 10.00 Red% NonRLL StorLL Red% RoofLL Red% 0.0 9.11 0.00 0.0 0.00 0.0 Red% Type - NonR - NonR - NonR SHEAR: Max V (DL +LL) = 11.66 k(ps fv =1.68 ksi Fv -18.99 ksi @ Lb Cb ft ft 5.4 0.0 1.00 5.4 0.0 1.00 Left Right 4.91 5.35 5.64 6.31 10.56 11.66 5.10 ft = 5.10 ft = 5.10 ft = r r r NonR -0.013 -0.016 -0.029 Tension Flange fb Fb 6.84 33.00 6.84 33.00 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi L/D = 9423 UD = 7530 L/D = 4185 Page 68/78 Compr Flange fb Fb 6.84 33.00 r r r RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Gravity Beam Design Floor Type: Roof Beam Number =19 SPAN INFORMATION (ft): I -End (11836,0.00) J -End (118.36,24.45) Beam Size (User Selected) = W21X44 Fy = 50.0 ksi Total Beam Length (ft) = 24.45 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 7.000 0.84 0.00 0.0 1.58 0.00 0.0 0.00 0.0 7.000 0.90 0.00 0.0 1.57 0.00 0.0 0.00 0.0 11.636 0.79 0.00 0.0 1.53 0.00 0.0 0.00 0.0 11.636 2.31 0.00 0.0 1.59 0.00 0.0 0.00 0.0 17.000 0.90 0.00 0.0 1.62 0.00 0.0 0.00 0.0 17.000 6.00 0.00 0.0 9.75 0.00 0.0 0.00 0.0 24.000 0.90 0.00 0.0 0.66 0.00 0.0 0.00 0.0 5.000 0.00 0.00 0.0 2.21 0.00 0.0 0.00 0.0 24.448 0.280 0207 2 11.636 0.160 0.000 0.0% Red 24.000 0.160 0.000 3 24.000 0.008 0.007 - NonR 24.448 0.008 0.007 4 0.000 0.044 0.000 - NonR 24.448 0.044 0.000 SHEAR: Max V (DL +LL) = 21.25 kips fv = 3.07 ksi Fv = 18.99 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip-ft ft ft fb Fb fb Fb Center Max + 140.6 17.0 5.4 1.01 20.67 30.00 20.67 26.71 Controlling 140.6 17.0 5.4 1.01 - - 20.67 26.71 REACTIONS (kips): Left Right DL reaction 6.07 9.77 Max +LL reaction 9.11 11.48 Max +total reaction 15.18 21.25 DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at 12.71 ft = -0.258 L/D = 1135 at 12.59 ft = -0.343 L/D = 855 at 12.59 ft = -0.602 L/D = 488 r r r Page 69/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. r f RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Gravity Beam Design Floor Type: Roof Beam Number = 24 SPAN INFORMATION (ft): I -End (11836,7.00) .1-End (130.00,7.00) Beam Size (Optimum) = W8X10 Total Beam Length (ft) = 11.64 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 6.636 0.00 0.00 0.0 2.21 0.00 0.0 0.00 0.0 LINE LOADS (k/ft): Load Dist DL IL Red% Type 1 0.000 0.058 0.046 - NonR 11.636 0.058 0.046 2 0.000 0.088 0.070 - NonR 4.636 0.088 0.070 3 4.636 0.088 0.070 - NonR LINE LOADS (k/ft): 11.636 0.000 0.000 Load Dist DL IL Red% Type 4 0.000 0.010 0.000 - NonR 1 24.000 0.280 0.207 - NonR 11.636 0.010 0.000 Page 70%78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi SHEAR: Max V (DL +LL) = 2.42 kips fv = 1.80 ksi Fv = 20.00 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip-ft ft ft lb Fb fb Fb Center Max + 10.1 6.6 0.0 1.00 15.53 32.70 15.53 32.70 Controlling 10.1 6.6 0.0 1.00 15.53 32.70 - - REACTIONS (kips): Left Right DL reaction 0.84 0.66 Max +LL reaction 1.58 1.74 Max +total reaction 2.42 2.40 DEFLECTIONS: Dead load (in) at 5.76 ft = -0.062 L/D = 2259 Live load (in) at 5.93 ft = -0.182 UD = 766 Net Total load (in) at 5.93 ft = -0.244 UD = 572 RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at at at Gravity Beam Design Floor Type: Roof Beam Number - 20 SPAN INFORMATION (ft): I -End (118.36,11.64) J -End (130.00,11.64) Beam Size (Optimum) = W8X10 Total Beam Length (ft) = 11.64 POINT LOADS (kips): Dist DL RedLL 6.636 0.00 0.00 LINE LOADS (k/ft): Load Dist DL 1 0.000 0.125 11.636 0.125 2 0.000 0.010 11.636 0.010 Red% NonRLL StorLL Red% RoofLL Red% 0.0 2.21 0.00 0.0 0.00 0.0 LL Red% Type 0.100 - NonR 0.100 0.000 - NonR 0.000 SHEAR: Max V (DL +LL) - 2.63 kips fv -1.96 ksi Fv - 20.00 ksi MOMENTS: Span Cond Moment @ Lb Cb kip-ft ft ft Center Max + 10.2 6.6 0.0 Controlling 10.2 6.6 0.0 REACTIONS (kips): Left Right 0.79 0.79 1.53 1.84 2.32 2.63 5.82 ft = 5.99 ft - 5.99ft = 1.00 1.00 -0.062 -0.183 -0245 Tension Flange fb Fb 15.67 32.70 15.67 32.70 r r ( r 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Fy = 50.0 ksi IJD = 2239 L/D = 764 L/D = 570 Page 71/78 Compr Flange fb Fb 15.67 32.70 �n RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof SPAN INFORMATION (ft): Beam Size (Optimum) Total Beam Length (ft) POINT LOADS (kips): Dist DL RedLL 6.636 0.00 0.00 LINE LOADS (1c/ft): Load Dist 1 0.000 4.636 2 4.636 11.636 3 0.000 11.636 4 0.000 11.636 SHEAR: Max V (DL +LL) - 2.52 kips fv -1.88 ksi Fv - 20.00 ksi MOMENTS: Span Cond Moment kip-ft Center Max + 10.4 Controlling 10.4 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) DL 0.088 0.088 0.088 0.000 0.067 0.067 0.010 0.010 r C r r f Gravity Beam Design Beam Number - 25 I -End (11836,17.00) = W8X10 = 11.64 J -End (130.00,17.00) Red% NonRLL StorLL Red% RoofLL Red% 0.0 2.21 0.00 0.0 0.00 0.0 LL 0.070 0.070 0.070 0.000 0.054 0.054 0.000 0.000 at at at Red% Type - NonR Left 0.90 1.62 2.52 - NonR - NonR - NonR @ Lb Cb Tension Flange ft ft fb Fb 6.6 0.0 1.00 15.95 32.70 6.6 0.0 1.00 15.95 32.70 5.76 ft = 5.93 ft = 5.93 ft = Right 0.71 1.78 2.50 -0.066 -0.186 -0252 Fy = 50.0 ksi L/D = 2115 LSD = 752 L/D = 555 Page 72/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Compr Flange fb Fb 15.95 32.70 Fil RAM r C iii r f t` r t RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Gravity Beam Design Floor Type: Roof Beam Number - 26 SPAN INFORMATION (ft): I -End (118.36,24.00) J -End (123.00,24.00) Beam Size (User Selected) = W12X14 Total Beam Length (ft) = 4.64 Fy = 50.0 ksi Page 73/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Gravity ; eam Design Floor Type: Roof Beam Number -13 SPAN INFORMATION (ft): I -End (11836,24.45) J -End (118.36,67.48) Beam Size (Optimum) = W27X84 Fy = 50.0 ksi Total Beam Length (ft) = 43.03 Page 74/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. LINE LOADS (k/ft): POINT LOADS (kips): Load Dist DL LL Red% Type Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 1 0.000 0.280 0.207 - NonR 0.469 6.25 0.00 0.0 5.57 0.00 0.0 0.00 0.0 4.636 0.280 0.207 7.615 5.33 0.00 0.0 5.40 0.00 0.0 0.00 0.0 2 0.000 0.008 0.007 - NonR 14.813 6.18 0.00 0.0 5.40 0.00 0.0 0.00 0.0 4.636 0.008 0.007 21.985 6.17 0.00 0.0 5.40 0.00 0.0 0.00 0.0 3 0.000 0.088 0.070 - NonR 29.156 5.33 0.00 0.0 5.40 0.00 0.0 0.00 0.0 4.636 0.088 0.070 36.328 5.19 0.00 0.0 5.29 0.00 0.0 0.00 0.0 4 0.000 0.014 0.000 - NonR LINE LOADS (k/ft): 4.636 0.014 0.000 Load Dist DL LL Red% Type SHEAR: Max V (DL +LL) =1.56 kips fv - 0.68 ksi Fv -18.76 ksi 1 0.000 0.280 0.207 - NonR MOMENTS: 43.031 0.280 0.207 Span Cond Moment ® Lb Cb Tension Flange Compr Flange 2 0.000 0.008 0.007 - NonR kip-ft ft ft fb Fb fb Fb 43.031 0.008 0.007 Center Max + 1.8 2.3 0.0 1.00 1.46 33.00 1.46 33.00 3 0.000 0.084 0.000 - NonR Controlling 1.8 2.3 0.0 1.00 1.46 33.00 - - 43.031 0.084 0.000 REACTIONS (kips): SHEAR: Max V (DL +LL) - 51.47 kips fv - 4.40 kal Fv -19.44 ksi Left Right MOMENTS: DL reaction 0.90 0.90 Span Cond Moment ® Lb Cb Tension Flange Compr Flange Max +LL reaction 0.66 0.66 kip-ft ft ft fb Fb fb Fb Max +total reaction 1.56 1.56 Center Max + 498.5 22.0 7.2 1.05 28.08 33.00 28.08 33.00 DEFLECTIONS: Controlling 498.5 22.0 7.2 1.05 28.08 33.00 - - Dead load (in) at 2.32 ft = -0.002 LID = 35265 REACTIONS (kips): Live load (in) at 2.32 ft = -0.001 UD = 48483 Left Right Net Total load (in) at 2.32 ft = -0.003 UD = 20416 DL reaction 28.18 22.30 Max +LL reaction 23.29 18.35 Max +total reaction 51.47 40.65 DEFLECTIONS: (Camber - 3/4) Dead load (in) at 21.52 ft = -1.085 UD = 476 Live load (in) at 21.52 ft = -0.890 UD = 580 Net Total load (in) at 21.52 ft = -1.225 UD = 421 RAM MENV[TW DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC SHEAR: Max V (DL +LL) = 2.92 kips fv - 1.28 ksi MOMENTS: Span Cond Moment @ Lb kip-ft ft ft Center Max + 7.0 4.9 0.0 Controlling 7.0 4.9 0.0 REACTIONS (kips): Floor Type: Roof Beam Number - 15 SPAN INFORMATION (ft): I -End (123.00,0.00) J -End (130.00,7.00) Beam Size (User Selected) = W 12X14 Total Beam Length (ft) = 9.90 LINE LOADS (k/ft): Load Dist DL 1 0.000 0.280 9.899 0.280 2 0.000 0.062 9.899 0.000 3 0.000 0.008 9.899 0.008 4 0.000 0.014 9.899 0.014 LL 0.207 0.207 0.049 0.000 0.007 0.007 0.000 - NonR 0.000 at at at Gravity Beam Design Red% Left 1.70 1.22 2.92 4.95 ft = 4.95 ft = 4.95 ft = Right 1.60 1.14 2.74 Type NonR NonR NonR Fv -18.76 ksi Cb 1.00 1.00 -0.028 -0.020 -0.048 r r Tension Flange fb Fb 5.64 33.00 5.64 33.00 IUD = 4236 L/D = 5925 L/D = 2470 Page 75/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Floor Type: Roof Beam Number - 17 SPAN INFORMATION (ft): I -End (123.00,24.00) J -End (130.00,17.00) Fy = 50.0 ksi Beam Size (User Selected) = W 12X14 Compr Flange fb Fb 5.64 33.00 Total Beam Length (ft) = 9.90 LINE LOADS (k/ft): Load Dist 1 2 3 4 0.000 9.899 0.000 9.899 0.000 9.899 0.000 9.899 f r DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) DL 0.280 0.280 0.008 0.008 0.062 0.000 0.014 0.014 LL Red% Type 0.207 - NonR 0.207 0.007 - NonR 0.007 0.049 - NonR 0.000 0.000 - NonR 0.000 Gravity Beam Design SHEAR: Max V (DL +LL) - 2.92 kips fv - 1.28 ksl Fv = 18.76 ksi MOMENTS: Span Cond Moment ® Lb kip-ft ft ft Center Max + 7.0 4.9 0.0 Controlling 7.0 4.9 0.0 REACTIONS (kips): at at at Left Right 1.70 1.60 1.22 1.14 2.92 2.74 4.95ft = 4.95 ft = 4.95 ft = Cb Tension Flange fb Fb 1.00 5.64 33.00 1.00 5.64 33.00 -0.028 -0.020 -0.048 Fy = 50.0 ksi L/D = 4236 L/D = 5925 L/D = 2470 r Page 76/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. Compr Flange fb Fb 5.64 33.00 r Fil RAM f RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Gravity Beam Design Floor Type: Roof Beam Number - 64 SPAN INFORMATION (ft): I -End (127.44,67.48) J -End (127.44,80.81) Beam Size (Optimum) = W8X10 Total Beam Length (ft) = 13.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.164 0.131 - NonR 13.333 0.164 0.131 2 0.000 0.010 0.000 - NonR 13.333 0.010 0.000 SHEAR: Max V (DL +LL) - 2.03 kips fv -152 ksi Fv - 20.00 ksi MOMENTS: Span Cond Moment ® Lb Cb Tension Flange Compr Flange kip-ft ft It fb Fb fb Fb Center Max + 6.8 6.7 0.0 1.00 10.41 32.70 10.41 32.70 Controlling 6.8 6.7 0.0 1.00 10.41 32.70 - - REACTIONS (kips): r r Page 77/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Gravity Beam Design Floor Type: Roof Beam Number -16 SPAN INFORMATION (ft): I -End (130.00,7.00) J -End (130.00,17.00) Fy = 50.0 ksi Beam Size (User Selected) = W12X14 Fy = 50.0 ksi Total Beam Length (ft) = 10.00 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 4.636 0.79 0.00 0.0 1.84 0.00 0.0 0.00 0.0 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.280 0.207 - NonR 10.000 0.280 0.207 2 0.000 0.008 0.007 - NonR 10.000 0.008 0.007 3 0.000 0.014 0.000 - NonR 10.000 0.014 0.000 SHEAR: Max V (DL +LL) =3.99 kips fv -1.74 ksi Fv -18.76 ksl MOMENTS: Left Right Span Cond Moment ® Lb Cb Tension Flange Compr Flange DL reaction 1.16 1.16 kip-ft ft ft fb Fb fb Fb Max +LL reaction 0.87 0.87 Center Max + 13.0 4.6 4.6 1.75 10.43 30.00 10.43 28.33 Max +total reaction 2.03 2.03 Controlling 13.0 4.6 4.6 1.75 - - 10.43 28.33 DEFLECTIONS: Dead load (in) at 6.67 ft = -0.138 I/D = 1156 Left Right Live load (in) at 6.67 ft = -0.104 UD = 1534 DL reaction 1.93 1.88 Net Total load (in) at 6.67 ft = -0.243 L/D = 659 Max +LL reaction 2.06 1.92 REACTIONS (kips): r Max +total reaction 3.99 3.80 DEFLECTIONS: Dead load (in) at 4.95 ft = -0.037 L/D = 3207 Live load (in) at 4.95 ft = -0.044 L/D = 2707 Net Total load (in) at 4.95 ft = -0.082 L/D = 1468 Page 78/78 02/26/07 11:32:51 Steel Code: ASD 9th Ed. RAM Column Line 4 - J Level Roof Column Line 4 - F Level Roof Column Line 5 - H Level Roof Column Line 5 - D Level Roof r r r Gravity Column Design Summary RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Column Line 4.1- A Level Roof Column Line 43 - L Level Roof Column Line 4.6 - A Level Roof Column Line 4.9 - L Level Roof Column Line 5.4 - A Level Roof Column Line 5.9 - L Level Roof 02/26/07 10:56:24 Steel Code: ASD 9th Ed. P Mx My LC Interaction Eq. Angle Fy Size 38.1 11.1 0.3 8 0.74 Eq H1 -1 90.0 46 HSS6X6X3 /8 P Mx My LC Interaction Eq. Angle Fy Size 67.3 13.3 0.3 8 0.52 Eq H1-1 90.0 46 HSS8X8X3 /8 P Mx My LC Interaction Eq. Angle Fy Size 44.6 16.8 0.0 1 0.78 Eq H1 -1 0.0 46 HSS6X6X1/2 P Mx My LC Interaction Eq. Angle Fy Size 15.8 0.1 0.0 1 0.29 Eq H1-1 0.0 46 HSS5X5X3 /8 P Mx My LC Interaction Eq. Angle Fy Size 32.5 11.3 0.0 1 0.65 Eq H1 -1 0.0 46 HSS6X6X3 /8 P Mx My LC Interaction Eq. Angle Fy Size 35.3 8.8 0.0 1 0.62 Eq H1 -1 0.0 46 HSS6X6X3 /8 P Mx My LC Interaction Eq. Angle Fy Size 57.7 3.1 19.1 17 0.57 Eq H1 -1 0.0 46 HSS8X8X3 /8 P Mx My LC Interaction Eq. Angle Fy Size 65.4 0.3 14.8 6 0.53 Eq H1 -1 0.0 46 HSS8X8X3 /8 P Mx My LC Interaction Eq. Angle Fy Size 32.5 9.1 0.0 12 0.59 Eq H1-1 0.0 46 HSS6X6X3 /8 P Mx My LC Interaction Eq. Angle Fy Size 18.0 2.4 0.0 1 0.43 Eq H1 -1 0.0 46 HSS5X5X3 /8 r Column Line 6 - M Level Roof Column Line 7 - N Level Roof Column Line 8 - H.1 Level Roof Column Line 9 - N Level Roof Gravity Column Design Summary RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Column Line 9 - 112 Level Roof Column Line 10 - M Level Roof Column Line 10 - K Level Roof 02/26/0710:56:24 Steel Code: ASD 9th Ed. P Mx My LC Interaction Eq. Angle Fy Size 6.5 1.8 0.3 6 0.13 Eq H1 -3 0.0 46 HSS6X6X3 /8 P Mx My LC Interaction Eq. Angle Fy Size 13.4 4.4 0.7 8 0.30 Eq H1-3 0.0 46 HSS6X6X3 /8 P Mx My LC Interaction Eq. Angle Fy Size 62.0 0.0 22.6 10 0.61 Eq H1 -1 0.0 46 HSS8X8X3 /8 P Mx My LC Interaction Eq. Angle Fy Size 14.5 5.0 0.7 12 0.33 Eq H1 -3 0.0 46 HSS6X6X3 /8 P Mx My LC Interaction Eq. Angie Fy Size 4.4 0.3 0.7 12 0.08 Eq 111 -3 0.0 46 HSS6X6X3 /8 P Mx My LC Interaction Eq. Angle Fy Size 9.1 1.7 1.5 10 0.20 Eq Hl -3 0.0 46 HSS6X6X3 /8 P Mx My LC Interaction Eq. Angle Fy Size 9.0 1.8 1.4 6 0.19 Eq H1 -3 0.0 46 HSS6X6X3 /8 Page in 1 Fil RAM Level Roof Level Roof Level Roof Units: kips Column Line 1- L Level lb Roof Column Line 1- A Column Line 2 - A Column Line 4 - J Level Roof Column Line 4 - F Level Roof f RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Column Line 1- GS Column Line 1- E.5 Column Line 3.1- L Col# Height Dead Self +Live -Live MinTot MaxTot 22 20.00 9.2 2.6 11.9 0.0 11 Col# Height 34 20.00 Level n p Col# Height Roof !� 33 20.00 Col# Height 20 20.00 nn Col# Height Dead Self +Live -Live MinTot MaxTot 21 20.00 4.8 2.6 5.6 0.0 7.4 13.0 Level Col# Height Roof 32 20.00 Col# Height 30 20.00 Col# Height Dead 31 20.00 49.9 Column Load Summary 03/23/07 07:11:09 Steel Code: ASD 9th Ed. 11.8 23.7 Dead Self +Live -Live MinTot MaxTot 23.9 2.6 19.9 0.0 26.6 46.5 Dead Self +Live -Live MinTot MaxTot 26.5 2.6 24.2 0.0 29.2 53.4 Dead Self +Live -Live MinTot MaxTot 10.5 2.6 17.8 0.0 13.2 31.0 Dead Self +Live -Live MinTot MaxTot 3.6 2.6 7.9 0.0 6.2 14.2 Dead Self +Live -Live MinTot MaxTot 26.6 0.5 21.6 0.0 27.1 48.7 Self +Live -Live MinTot MaxTot 0.7 27.7 0.0 50.6 78.2 RAM Column Line 4.1- A Level Roof Column Line 4.3 - L Level Roof Column Line 4.6 - A Level Roof Column Line 4.9 - L Level Roof Column Line 5 - H Level Roof Column Line 5 - D Level Roof Column Line 5.4 - A Level Roof Level Roof Column Line 6 - M RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Column Line 5.9 - L Col# Height Dead 15 20.00 21.6 Col# Height Dead 13 20.00 19.5 Col# Height Dead 8 20.00 9.9 t Column Load Summary Page 2/4 03/23/07 07:11:09 Steel Code: ASD 9th Ed. Self +Live -Live MinTot MaxTot 0.7 22.4 0.0 22.2 44.6 Col# Height Dead Self +Live -Live MinTot MaxTot 10 20.00 7.0 0.4 8.4 0.0 7.4 15.8 Col# Height Dead Self +Live -Live MinTot MaxTot 14 20.00 15.5 0.5 16.4 0.0 16.1 32.5 Col# Height Dead Self +Live -Live 9 20.00 17.1 0.5 17.7 0.0 MinTot MaxTot 17.6 35.3 Col# Height Dead Self +Live -Live MinTot MaxTot 11 20.00 38.9 0.7 27.7 0.0 39.6 67.3 Col# Height Dead Self +Live -Live MinTot MaxTot 12 20.00 47.8 0.7 29.9 0.0 48.5 78.4 Self +Live -Live MinTot MaxTot 0.5 16.6 0.0 20.0 36.6 Self +Live -Live MinTot MaxTot 0.4 7.7 0.0 10.3 18.0 Level Roof Column Line 8 - C Column Line 8 - A RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Column Line 8 - H.1 Column Line 8.1- C Column Line 8.1- B Column Load Summary Page 3/4 03/23/07 07:11:09 Steel Code: ASD 9th Ed. Col# Height Dead Self +Live -Live MinTot MaxTot Column Line 10 - M 3 20.00 3.0 0.5 3.5 0.0 3.5 7.0 Level Col# Height Dead Self +Live -Live MinTot MaxTot Column Line 7 - N Roof 4 20.00 4.2 0.5 4.9 0.0 4.7 9.6 Level Col# Height Dead Self +Live -Live MinTot MaxTot Column Line 10 - K Roof 1 20.00 6.6 0.5 6.9 0.0 7.1 14.0 Level Col# Height Dead Self +Live -Live MinTot MaxTot Column Line 11- C Roof 7 20.00 37.9 0.7 34.8 0.0 38.7 73.4 Level Col# Height Dead Self +Live -Live MinTot MaxTot HighRoof 1 10.00 5.1 0.4 3.5 0.0 5.6 9.1 Roof 18 20.00 12.2 1.3 8.2 0.0 13.6 21.8 Level v I 4 Col# Height Dead Self +Live -Live MinTot MaxTot Roof 27 20.00 48.4 2.6 38.9 0.0 51.0 90.0 Column Line 11- B Level Col# Height Dead Self +Live -Live MinTot MaxTot HighRoof 2 10.00 5.1 0.4 3.5 0.0 5.6 9.1 Level �} �, Col# Height Dead Self +Live -Live MinTot MaxTot Roof 19 20.00 12.2 1.3 8.2 0.0 13.6 21.8 Roof 6 26 20.00 21.4 2.6 20.3 0.0 24.1 44.4 Level Col# Height Dead Self +Live -Live MinTot MaxTot HighRoof 4 10.00 5.2 0.4 3.5 0.0 5.5 9.0 Level Col# Height Dead Self +Live -Live MinTot MaxTot HighRoof 3 10.00 5.2 0.4 3.5 0.0 5.5 9.0 Column Line 9 - N Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 2 20.00 7.1 0.5 7.5 0.0 7.6 15.1 Column Line 9 - H.2 Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 6 20.00 2.6 0.5 1.9 0.0 3.1 5.0 RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a Building Code: IBC Column Load Summary Page 4/4 03/23/07 07:11:09 Steel Code: ASD 9th Ed. Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 5 20.00 4.2 0.5 4.8 0.0 4.7 9.5 0 time 0 4 JOB ENGINEER DESIGN OF 11 L Lo v,, SHIMAJI & LASCOLA structural engineers 4O 1 w-Ar? Pt 0-/ SHEET NO. DATE JOB ENGINEER 'r DESIGN OF .et 51)M: 414 111 SHIMAJI & LASCOLA structural engineers P o o 4- SPA lli lob = or- 011t I t vO = 2110 t w -160 fi z( � ico SHEET NO. DATE Description Span Beam Width Beam Depth End Fixity Reinforcing Center Left Right ft in in Area Bar Depth Area Bar Depth Area Bar Depth End 18.00 12.00 9.00 Pin -Pin 0.31in2 7.00in 0.44in2 2.00in 0.441n2 2.00in Center 18.00 12.00 9.00 Pin -Pin 0.31in2 7.00in 0.441n2 2.00in 0.44in2 2.00in Centers 18.00 12.00 9.00 Pin -Pin 0.311n2 7.00in 0.44in2 2.00in 0.441n2 2.00in Center2 18.00 12.00 9.00 Pin -Pin 0.31in2 7.00in 0.44in2 2.00in 0.441n2 2.00in Center3 18.00 12.00 9.00 Pin -Pin 0.31in2 7.00in 0.44in2 2.00in 0.44in2 2.00in Loads Using Uve Load This Span ?? Yes Yes Yes Yes Yes Dead Load k/ft 0.115 0.115 0.115 0.115 0.115 Live Load k/ft 0.100 0.100 0.100 0.100 0.100 Results Beam OK Beam OK Beam OK Beam OK Beam OK Mmax @ Cntr k -ft 8.36 3.56 4.94 3.56 8.36 @ X = ft 7.08 9.48 9.00 8.52 10.92 Mn' Phi k -ft 9.34 9.34 9.34 9.34 9.34 Max © Left End k -ft 0.00 -11.29 -8.47 -8.47 -11.29 Mn' Phi k -ft 12.97 12.97 12.97 12.97 12.97 Max @ Right End k -ft -11.29 -8.47 -8.47 -11.29 0.00 Mn * Phi k -ft 12.97 12.97 12.97 12.97 12.97 Bending OK Bending OK Bending OK Bending OK Bending OK Shear © Left k 2.35 3.14 2.98 2.82 3.61 Shear @ Right k 3.61 2.82 2.98 3.14 2.35 Reactions & Deflections DL @ Left k 0.82 2.34 2.02 2.02 2.34 LL @ Left k 0.71 2.04 1.75 1.75 2.04 Total @ Left k 1.53 4.38 3.77 3.77 4.38 DL @ Right k 2.34 2.02 2.02 2.34 0.82 LL @ Right k 2.04 1.75 1.75 2.04 0.71 Total © Right k 4.38 3.77 3.77 4.38 1.53 Max. Deflection in -0.220 -0.051 -0.054 -0.051 -0.220 © X = ft 7.92 9.60 9.00 8.40 10.08 Inertia : Effective in4 372.30 372.30 729.00 372.30 372.30 Shear Stirrups Shimajl & Lascola, Inc. 23682 Birtcher Drive Lake Forest, CA 92630 (949) 770 -9967 Concrete Member Information tar Description Fy fc Stirrup Rebar Area Spacing © Left Spacing © .2'L Spacing © .4'L Spacing © .6'L Spacing © .8'L Spacing © Right 60,000.0 psi 3,000.0 psi in2 in in in in In in 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Title : Dsgnr: Description : Scope : Rev. 560100 Use KW- 0602701, Ver 5.6.1, 25-Oct-2002 ( c)1983 -2002 ENERCALC Engineering Software Multi -Span Concrete Beam Page 1 The Cheesecake Factory, Tukwila, WA (Concrete Slab On Grade) General information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Spans Considered Continuous Over Supports ACI Dead Load Factor Stirrup Fy 40,000.0 psi ACI Uve Load Factor 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Job # Date: 8:00AM, 23 MAR 07 1.40 1.70 Description Span Beam Width Beam Depth End Fixity Reinforcing Center Left Right ft in in Area Bar Depth Area Bar Depth Area Bar Depth End 18.00 12.00 9.00 Pin - Pin 0.31in2 7.00in 0.44in2 2.00in 0.44in2 2.00in Center 18.00 12.00 9.00 Pin - Pin 0.311n2 7.00in 0.44in2 2.00in 0.441n2 2.00in center+ 18.00 12.00 9.00 Pin - Pin 0.31in2 7.00in 0.441n2 2.00in 0.44in2 2.00in Center2 18.00 12.00 9.00 Pin - Pin 0.31in2 7.00in 0.44in2 2.00in 0.44in2 2.00in Center3 18.00 12.00 9.00 Pin - Pin 0.31in2 7.00in 0.44in2 2.00in 0.44in2 2.00in Loads Using Live Load This Span ?? Yes Yes Yes Yes Yes Dead Load k/ft 0.115 0.115 0.115 0.115 0.115 Uve Load k/ft 0.100 0.100 0.100 0.100 Results Beam OK Beam OK Beam OK Beam OK Beam OK Mmax @ Cntr k -ft 3.27 4.89 4.58 3.67 8.33 @ X = ft 6.36 8.64 9.24 8.52 10.92 Mn' Phi k -ft 9.34 9.34 9.34 9.34 9.34 Max @ Left End k -ft 0.00 -7.60 -9.45 -8.20 -11.35 Mn' Phi k -ft 12.97 12.97 12.97 12.97 12.97 Max @ Right End k -ft -7.60 -9.45 -8.20 -11.35 0.00 Mn' Phi k -ft 12.97 12.97 12.97 12.97 12.97 Bending OK Bending OK Bending OK Bending OK Bending OK Shear @ Left k 1.03 2.88 3.05 2.80 3.61 Shear @ Right k 1.87 3.08 2.91 3.15 2.35 Reactions & Deflections DL @ Left k '3.82 2.34 2.02 2.02 2.34 LL © Left k 0.07 0.86 1.95 1.70 2.05 Total @ Left k 0.75 3.21 3.96 3.72 4.39 DL @ Right k 2.34 2.02 2.02 2.34 0.82 LL @ Right k 0.86 1.95 1.70 2.05 0.71 Total @ Right k 3.21 3.96 3.72 4.39 1.53 Max. Deflection in -0.043 -0.064 -0.060 -0.055 -0.222 @ X = ft 7.32 8.76 9.24 8.40 10.08 Inertia : Effective in4 129.00 577.21 577.21 368.04 368.04 Shear Stirrups Description 'Yr Sr, Wow !.i to Shimaji & Lascola, Inc. 23682 Birtcher Drive Lake Forest, CA 92630 (949) 770 -9967 Rev: 560100 User: KW-0602701, Ver 5.6.1, 25-Oct -2002 (c) 1983 -2002 ENERCALC Engineering Software Multi -Span Concrete Beam Page 1 General Information Calculations are designed to ACI 318 -95 and 1997 UBC Requirements Fy fc 60,000.0 psi 3,000.0 psi Concrete Member Information tipr Stirrup Rebar Area Spacing @ Left Spacing @ .2'L Spacing @ .4'L Spacing @ .6'L Spacing @ .8'L Spacing @ Right in2 0.400 in Not Req'd in Not Req'd in Not Req'd in Not Req'd in Not Req'd in Not Req'd 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Title : Dsgnr: Description : Scope: The Cheesecake Factory, Tukwila, WA (Concrete Slab On Grade - Skipped LL) Spars Considered Continuous Over Supports ACI Dead Load Factor Stirrup Fy 40,000.0 psi ACI Uve Load Factor 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Job # Date: 8:03AM, 23 MAR 07 1.40 1.70 /3 /0 Shimaji & Lascola, Inc. 23682 Birtcher Drive Lake Forest, CA 92630 (949) 770-9967 Rev: 560100 User KW-0602701, Ver 5.6.1, 25-Oct-2002 (c)1983-2002 ENERCALC Engineering Software Multi-Span Concrete Beam Page 2 Description Query Values Title : Dsgnr: Description : Scope : The Cheesecake Factory, Tukwila, WA (Concrete Slab On Grade - Skipped LL) Location ft 0.00 0.00 0.00 0.00 0.00 Moment k-ft 0.0 -7.6 -9.5 -8.2 -11.4 Shear k 1.0 2.9 3.0 2.8 3.6 Deflection in 0.0000 0.0000 0.0000 0.0000 0.0000 Job # Date: 8:03AM, 23 MAR 07 L/1 [Concrete Member Information Description Center Center Centerl Center2 Center3 Span ft 20.00 20.00 20.00 20.00 20.00 Beam Width in 24.00 24.00 24.00 24.00 24.00 Beam Depth in 36.00 36.00 36.00 36.00 36.00 End Fixity Pin - Pin Pin - Pin Pin - Pin Pin - Pin Pin - Pin Reinforcing Center Area 1.20in2 0.88in2 0.88in2 0.88in2 1.20in2 Bar Depth 32.00in 32.00in 32.00in 32.00in 32.00in Left Area 1.58in2 1.58in2 1.58in2 1.58in2 1.58in2 Bar Depth 4.00in 4.00in 4.00in 4.00in 4.00in Right Area 1.58in2 1.58in2 1.58in2 1.58in2 1.58in2 Bar Depth 4.00in 4.00in 4.00in 4.00in 4.00in Loads Using Live Load This Span ?? Yes Yes Yes Yes Yes Dead Load k/ft 1.935 1.935 1.935 1.935 1.935 Live Load k/ft 0.900 0.900 0.900 0.900 0.900 Results Beam OK Beam OK Beam OK Beam OK Beam OK Mmax @ Cntr k -ft 132.10 56.36 78.09 56.36 132.10 @ X = ft 7.87 10.53 10.00 9.47 12.13 Mn * Phi k -ft 169.36 124.68 124.68 124.68 169.36 Max @ Left End k -ft 0.00 - 178.48 - 133.86 - 133.86 - 178.48 Mn * Phi k -ft 221.86 221.86 221.86 221.86 221.86 Max @ Right End k -ft - 178.48 - 133.86 - 133.86 - 178.48 0.00 Mn' Phi k -ft 221.86 221.86 221.86 221.86 221.86 Bending OK Bending OK Bending OK Bending OK Bending OK Shear @ Left k 33.47 44.62 42.39 40.16 51.31 Shear @ Right k 51.31 40.16 42.39 44.62 33.47 Reactions & Deflections DL @ Left k 15.28 43.79 37.68 37.68 43.79 LL @ Left k 7.11 20.37 17.53 17.53 20.37 Total @ Left k 22.38 64.16 55.21 55.21 64.16 DL @ Right k 43.79 37.68 37.68 43.79 15.28 LL @ Right k 20.37 17.53 17.53 20.37 7.11 Total @ Right k 64.16 55.21 55.21 64.16 22.38 Max. Deflection in -0.018 -0.004 -0.008 -0.004 -0.018 @ X = ft 8.80 10.67 10.00 9.33 11.20 Inertia : Effective in4 93,312.00 93,312.00 93,312.00 93,312.00 93,312.00 Shear Stirrups Shimaji & Lascola, Inc. 23682 Birtcher Drive Lake Forest, CA 92630 (949) 770 -9967 Title : Dsgnr: Description : Scope : Job # Date: 8:42AM, 23 MAR 07 Rev: 560100 User: KW -0602701, Ver 5.6.1, 25-Oct-2002 _ (c }1963 -2002 ENERCALC Engineering Software Multi -Span Concrete Beam Page 1 Description General Information Calculations are designed to ACI 318 -95 and 1997 UBC Requirements Fy fc The Cheesecake Factory, Tukwila, WA (Exterior Grade Beam) 60,000.0 psi 3,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor Stirrup Fy 60,000.0 psi ACI Live Load Factor Stirrup Rebar Area Spacing @ Left Spacing @ .2'L Spacing @ .4'L Spacing @ .6'L Spacing @ .8'L Spacing @ Right in2 in in in in in in 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 16.00 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 0.400 16.00 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 1.40 1.70 Shimaji & Lascola, Inc. 23682 Birtcher Drive Lake Forest, CA 92630 (949) 770-9967 Description Query Values • Title : Dsgnr: Description : Scope : Job # /Oa- Date: 8:42AM, 23 MAR 07 Rev: 560100 User: KW-0602701, Ver 5.6.1. 25-Oct-2002 (c)1983-2002 ENERCALC Engineering Software Multi-Span Concrete Beam Page 2 The Cheesecake Factory, Tukwila, WA (Exterior Grade Beam) Location ft 0.00 0.00 0.00 0.00 0.00 Moment k-ft -0.0 -178.5 -133.9 -133.9 -178.5 Shear k 33.5 44.6 42.4 40.2 51.3 Deflection in 0.0000 0.0000 0.0000 0.0000 0.0000 C oncrete Member Information Description Span ft Beam Width in Beam Depth in End Fixity Reinforcing Center Area Bar Depth Left Area Bar Depth Right Area Bar Depth Center 20.00 24.00 36.00 Pin -Pin 1.20in2 32.00in 1.58in2 4.00in 1.58in2 4.00in Center 20.00 24.00 36.00 Pin -Pin 0.88in2 32.00in 1.58in2 4.00in 1.58in2 4.00in Centerl 20.00 24.00 36.00 Pin -Pin 0.88in2 32.00in 1.58in2 4.00in 1.58in2 4.00in Center2 20.00 24.00 36.00 Pin -Pin 0.88in2 32.00in 1.58in2 4.00in 1.58in2 4.00in Center3 20.00 24.00 36.00 Pin -Pin 1.20in2 32.00in 1.58in2 4.00in 1.58in2 4.00in Loads Using Live Load This Span ?? Dead Load k/ft Live Load k/ft Yes 1.935 Yes 1.935 0.900 Yes 1.935 0.900 Yes 1.935 0.900 Yes 1.935 0.900 Results Beam OK Beam OK Beam OK Beam OK Beam OK r Shimaji & Lascola, Inc. 23682 Birtcher Drive Lake Forest, CA 92630 (949) 770 -9967 Description Title : Dsgnr: Description : Scope : The Cheesecake Factory, Tukwila, WA (Exterior Grade Beam - Skipped LL) Job # Date: 8:44AM, 23 MAR 07 Rev: 560100 User: KW -0602701, Ver 5.6.1, 25-Oct -2002 _ (c)1983 -2002 ENERCALC Engineering Software Multi -Span Concrete Beam Page 1: i General Information Calculations are designed to ACI 318 -95 and 1997 UBC Requirements Fy f'c Mmax @ Cntr @X= Mn * Phi Max @ Left End Mn * Phi Max @ Right End Mn * Phi Shear @ Left k Shear @ Right k Reactions & Deflections DL @ Left k LL @ Left k Total @ Left k DL @ Right k LL @ Right k Total @ Right k Max. Deflection in @X= ft Inertia : Effective in4 Shear Stirrups Stirrup Rebar Area in2 Spacing @ Left in Spacing @ .2*L in Spacing @ .4 *L in Spacing @ .6 *L in Spacing @ .8 *L in Spacing @ Right in 60,000.0 psi 3,000.0 psi k -ft ft k -ft k -ft k -ft k -ft k -ft 75.43 7.47 169.36 0.00 221.86 - 137.49 221.86 Bending OK 20.22 33.96 15.28 -0.69 14.59 43.79 8.63 52.43 -0.010 8.53 93,312.00 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Spans Considered Continuous Over Supports ACI Dead Load Factor Stirrup Fy 60,000.0 psi ACI Live Load Factor 70.79 74.12 57.56 131.81 9.87 10.13 9.47 12.13 124.68 124.68 124.68 169.36 - 137.49 - 144.84 - 130.93 - 179.22 221.86 221.86 221.86 221.86 - 144.84 - 130.93 - 179.22 0.00 221.86 221.86 221.86 221.86 Bending OK Bending OK Bending OK Bending OK 42.02 43.09 39.98 51.35 42.76 41.69 44.80 33.43 43.79 8.63 52.43 37.68 19.46 57.15 -0.007 10.00 93,312.00 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 37.68 19.46 57.15 37.68 17.01 54.69 -0.008 10.13 93,312.00 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 37.68 17.01 54.69 43.79 20.50 64.29 -0.004 9.33 93,312.00 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 43.79 20.50 64.29 15.28 7.08 22.36 -0.018 11.20 93,312.00 0.400 16.00 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 1.40 1.70 Shimaji & Lascola, Inc. 23682 Birtcher Drive Lake Forest, CA 92630 (949) 770 -9967 Rev: 560100 User: KW -0602701, Ver 5.6.1, 25-Oct-2002 (01983 -2002 ENERCALC Engineering Software Multi -Span Concrete Beam Page 2 Description L uery Values Title : Dsgnr: Description : Scope : The Cheesecake Factory, Tukwila, WA (Exterior Grade Beam - Skipped LL) Location ft 0.00 0.00 0.00 0.00 0.00 Moment k -ft -0.0 -137.5 -144.8 -130.9 -179.2 Shear k 20.2 42.0 43.1 40.0 51.4 Deflection in 0.0000 0.0000 0.0000 0.0000 0.0000 Job # Date: 8:44AM, 23 MAR 07 Description Span ft Beam Width in Beam Depth in End Fixity Reinforcing Center Area Bar Depth Left Area Bar Depth Right Area Bar Depth Center 20.00 24.00 36.00 Pin - Pin 1.20in2 32.00in 1.58in2 4.00in 1.58in2 4.00in Center 20.00 24.00 36.00 Pin - Pin 0.88in2 32.00in 1.58in2 4.00in 1.58in2 4.00in Centerl 20.00 24.00 36.00 Pin - Pin 0.88in2 32.00in 1.58in2 4.00in 1.58in2 4.00in Center2 20.00 24.00 36.00 Pin - Pin 0.88in2 32.00in 1.58in2 4.00in 1.58in2 4.00in Center3 20.00 24.00 36.00 Pin - Pin 1.20in2 32.00in 1.58in2 4.00in 1.58in2 4.00in _Loads Using Live Load This Span ?? Yes Yes Yes Yes Yes Dead Load k/ft 1.935 1.935 1.935 1.935 1.935 Live Load k/ft 0.900 0.900 0.900 0.900 _ Results Beam OK Beam OK Beam OK Beam OK Beam OK Mmax @ Cntr k -ft 144.21 11.79 90.68 52.82 132.96 @ X = ft 8.27 10.93 9.47 9.60 12.13 Mn * Phi k -ft 169.36 124.68 124.68 124.68 169.36 Max @ Left End k -ft 0.00 - 148.47 - 100.92 - 142.65 - 176.29 Mn * Phi k -ft 221.86 221.86 221.86 221.86 221.86 Max @ Right End k -ft - 148.47 - 100.92 - 142.65 - 176.29 0.00 Mn * Phi k -ft 221.86 221.86 221.86 221.86 221.86 Bending OK Bending OK Bending OK Bending OK Bending OK Shear @ Left k 34.97 29.47 40.30 40.71 51.20 Shear @ Right k 49.81 24.71 44.48 44.07 33.58 Reactions & Deflections DL @ Left k 15.28 43.79 37.68 37.68 43.79 LL @ Left k 7.99 10.57 7.21 19.08 19.98 Total @ Left k 23.26 54.36 44.89 56.76 63.77 DL @ Right k 43.79 37.68 37.68 43.79 15.28 LL @ Right k 10.57 7.21 19.08 19.98 7.17 Total @ Right k 54.36 44.89 56.76 63.77 22.45 Max. Deflection in -0.020 0.003 -0.011 -0.004 -0.018 @ X = ft 9.07 4.27 9.60 9.47 11.20 Inertia : Effective in4 93,312.00 93,312.00 93,312.00 93,312.00 93,312.00 Shimaji & Lascola, Inc. 23682 Birtcher Drive Lake Forest, CA 92630 (949) 770 -9967 Description Fy fc Concrete Member Information Shear Stirrups Stirrup Rebar Area in2 Spacing @ Left in Spacing @ .2 *L in Spacing @ .4 *L in Spacing @ .6 *L in Spacing @ .8 *L in Spacing @ Right in Title : Dsgnr: Description : Scope : The Cheesecake Factory, Tukwila, WA (Exterior Grade Beam - Skipped LL) 60,000.0 psi 3,000.0 psi 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 16.00 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 0.400 16.00 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Job# Date: 8:45AM, 23 MAR 07 Spans Considered Continuous Over Supports ACI Dead Load Factor Stirrup Fy 60,000.0 psi ACI Live Load Factor 1.40 1.70 ,c2"4&. Lk Rev: 560100 User: KW- 0602701, Ver 5.6.1, 25 -Oct -2002 (c)1983 -2002 ENERCALC Engineering Software Multi -Span Concrete Beam Page 1 General Information Calculations are designed to ACI 318 -95 and 1997 UBC Requirements Shimaji & Lascola, Inc. 23682 Birtcher Drive Lake Forest, CA 92630 (949) 770-9967 Rev: 560100 User: KW-0602701, Ver 5.6.1, 25-Oct-2002 (c)1983-2002 ENERCALC Engineering Software Multi-Span Concrete Beam Page 2 Description Query Values Title : Dsgnr: Description: Scope : The Cheesecake Factory, Tukwila, WA (Exterior Grade Beam - Skipped LL) Location ft 0.00 0.00 0.00 0.00 0.00 Moment k-ft -0.0 -148.5 -100.9 -142.6 -176.3 Shear k 35.0 29.5 40.3 40.7 51.2 Deflection in 0.0000 0.0000 0.0000 0.0000 0.0000 Job # Date: 8:45AM, 23 MAR 07 6/7 Concrete Member Information Description Center Center Centerl Center2 Center3 Span ft 20.00 20.00 20.00 20.00 20.00 Beam Width in 24.00 24.00 24.00 24.00 24.00 Beam Depth in 36.00 36.00 36.00 36.00 36.00 End Fixity Pin - Pin Pin - Pin Pin - Pin Pin - Pin Pin - Pin Reinforcing Center Area 1.20in2 0.88in2 0.88in2 0.88in2 1.20in2 Bar Depth 32.00in 32.00in 32.00in 32.00in 32.00in Left Area 1.58in2 1.58in2 1.58in2 1.58in2 1.58in2 Bar Depth 4.00in 4.00in 4.00in 4.00in 4.00in Right Area 1.58in2 1.58in2 1.58in2 1.58in2 1.58in2 Bar Depth 4.00in 4.00in 4.00in 4.00in 4.00in Loads Using Live Load This Span ?? Yes Yes Yes Yes Yes Dead Load k/ft 1.935 1.935 1.935 1.935 1.935 Live Load k/ft 0.900 0.900 0.900 0.900 _ Results Beam OK Beam OK Beam OK Beam OK Beam OK il Mmax @ Cntr k -ft 128.93 69.97 33.80 69.97 128.93 @ X = ft 7.73 11.07 10.00 8.93 12.27 Mn * Phi k -ft 169.36 124.68 124.68 124.68 169.36 Max @ Left End k -ft 0.00 - 186.54 - 101.65 - 101.65 - 186.54 Mn * Phi k -ft 221.86 221.86 221.86 221.86 221.86 Max @ Right End k -ft - 186.54 - 101.65 - 101.65 - 186.54 0.00 Mn * Phi k -ft 221.86 221.86 221.86 221.86 221.86 Bending OK Bending OK Bending OK Bending OK Bending OK Shear @ Left k 33.06 46.63 27.09 38.15 51.72 Shear @ Right k 51.72 38.15 27.09 46.63 33.06 Reactions & Deflections DL @ Left k 15.28 43.79 37.68 37.68 43.79 LL @ Left k 6.87 21.79 7.34 7.34 21.79 Total @ Left k 22.14 65.58 45.02 45.02 65.58 DL @ Right k 43.79 37.68 37.68 43.79 15.28 LL @ Right k 21.79 7.34 7.34 21.79 6.87 Total @ Right k 65.58 45.02 45.02 65.58 22.14 Max. Deflection in -0.017 -0.006 -0.003 -0.006 -0.017 @ X = ft 8.80 10.93 10.00 9.07 11.20 Inertia : Effective in4 93,312.00 93,312.00 93,312.00 93,312.00 93,312.00 Shear Stirrups Shimaji & Lascola, Inc. 23682 Birtcher Drive Lake Forest, CA 92630 (949) 770 -9967 Title : Dsgnr: Description : Scope : Job # Date: 8:45AM, 23 MAR 07 Rev: 560100 User: KW -0602701, Ver 5.6.1, 25-Oct -2002 _ (e)1983 -2002 ENERCALC Engineering Software Multi -Span Concrete Beam Page 1 1 Description _General Information Calculations are designed to ACI 318 -95 and 1997 UBC Requirements II Fy fc Stirrup Rebar Area Spacing @ Left Spacing @ .2 *L Spacing @ .4 *L Spacing @ .6 *L Spacing @ .8 *L Spacing @ Right The Cheesecake Factory, Tukwila, WA (Exterior Grade Beam - Skipped LL) 60,000.0 psi 3,000.0 psi in2 in in in in in in 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 16.00 Spans Considered Continuous Over Supports ACI Dead Load Factor Stirrup Fy 60,000.0 psi ACI Live Load Factor 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 0.400 16.00 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 1.40 1.70 Shimaji & Lascola, Inc. 23682 Birtcher Drive Lake Forest, CA 92630 (949) 770 -9967 Title : Dsgnr: Description : Scope : Job # Date: 8:45AM, 23 MAR 07 Rev: 560100 User: KW- 0602701, Ver 5.6.1, 25-Oct -2002 (c)1983-2002 ENERCALC Engineering Software Multi -Span Concrete Beam Page 2 Description Query Values The Cheesecake Factory, Tukwila, WA (Exterior Grade Beam - Skipped LL) Location ft 0.00 0.00 0.00 0.00 0.00 Moment k -ft -0.0 -186.5 -101.7 -101.7 -186.5 Shear k 33.1 46.6 27.1 38.1 51.7 Deflection in 0.0000 0.0000 0.0000 0.0000 0.0000 Concrete Member Information Description Center Center Centerl Center2 Center3 Span ft 20.00 20.00 20.00 20.00 20.00 Beam Width in 24.00 24.00 24.00 24.00 24.00 Beam Depth in 36.00 36.00 36.00 36.00 36.00 End Fixity Pin - Pin Pin - Pin Pin - Pin Pin - Pin Pin - Pin Reinforcing Center Area 1.20in2 0.88in2 0.88in2 0.88in2 1.20in2 Bar Depth 32.00in 32.00in 32.00in 32.00in 32.00in Left Area 1.58in2 1.58in2 1.58in2 1.58in2 1.58in2 Bar Depth 4.00in 4.00in 4.00in 4.00in 4.00in Right Afea 1.58in2 1.58in2 1.58in2 1.58in2 1.58in2 Bar Depth 4.00in 4.00in 4.00in 4.00in 4.00in Loads Using Live Load This Span ?? Yes Yes Yes Yes Yes Dead Load k/ft 1.935 1.935 1.935 1.935 1.935 Live Load k/ft 0.900 0.900 0.900 0.900 Results Beam OK Beam OK Beam OK Beam OK Beam OK Mmax @ Cntr k -ft 132.96 52.82 90.68 11.79 144.21 @ X = ft 7.87 10.40 10.53 9.07 11.73 Mn * Phi k -ft 169.36 124.68 124.68 124.68 169.36 Max @ Left End k -ft 0.00 - 176.29 - 142.65 - 100.92 - 148.47 Mn * Phi k -ft 221.86 221.86 221.86 221.86 221.86 Max @ Right End k -ft - 176.29 - 142.65 - 100.92 - 148.47 0.00 M Phi k -ft 221.86 221.86 221.86 221.86 221.86 Bending OK Bending OK Bending OK Bending OK Bending OK Shear @ Left k 33.58 44.07 44.48 24.71 49.81 Shear @ Right k 51.20 40.71 40.30 29.47 34.97 Reactions & Deflections DL @ Left k 15.28 43.79 37.68 37.68 43.79 LL @ Left k 7.17 19.98 19.08 7.21 10.57 Total @ Left k 22.45 63.77 56.76 44.89 54.36 DL @ Right k 43.79 37.68 37.68 43.79 15.28 LL @ Right k 19.98 19.08 7.21 10.57 7.99 Total @ Right k 63.77 56.76 44.89 54.36 23.26 Max. Deflection in -0.018 -0.004 -0.011 0.003 -0.020 @ X = ft 8.80 10.53 10.40 15.73 10.93 Inertia : Effective in4 93,312.00 93,312.00 93,312.00 93,312.00 93,312.00 Shear Stirrups Shimaji & Lascola, Inc. 23682 Birtcher Drive Lake Forest, CA 92630 (949) 770 -9967 Title : Dsgnr: Description : Scope : Job # Date: 8:45AM, 23 MAR 07 0 6'0 Rev: 560100 User: KW -0602701, Ver 5.6.1, 25-Oct -2002 (c)1983-2002 ENERCALC Engineering Software Multi -Span Concrete Beam Page 1 Description The Cheesecake Factory, Tukwila, WA (Exterior Grade Beam - Skipped LL) General Information Calculations are designed to ACI 318 -95 and 1997 UBC Requirements Fy fc 60,000.0 psi 3,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor Stirrup Fy 60,000.0 psi ACI Live Load Factor 1.40 1.70 Stirrup Rebar Area Spacing @ Left Spacing @ .2 *L Spacing @ .4 *L Spacing @ .6'L Spacing @ .8`L Spacing @ Right in2 in in in in in in 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 16.00 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 0.400 16.00 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Shimaji & Lascola, Inc. 23682 Birtcher Drive Lake Forest, CA 92630 (949) 770 -9967 Rev: 560100 User: KW -0602701, Ver 5.6.1, 25-Oct -2002 (c)1983-2002 ENERCALC Engineering Software Multi -Span Concrete Beam Page 2 Description Query Values Title : Dsgnr: Description : Scope : The Cheesecake Factory, Tukwila, WA (Exterior Grade Beam - Skipped LL) Location ft 0.00 0.00 0.00 0.00 0.00 Moment k -ft -0.0 -176.3 -142.6 -100.9 -148.5 Shear k 33.6 44.1 44.5 24.7 49.8 Deflection in 0.0000 0.0000 0.0000 0.0000 0.0000 Job# Date: 8:45AM, 23 MAR 07 l Description Span Beam Width Beam Depth End Fixity Reinforcing Center Left Right ft in in Area Bar Depth Area Bar Depth Area Bar Depth center 20.00 24.00 36.00 Pin - Pin 2.40in2 32.00in 2.40in2 4.00in 2.40in2 4.00in Centerl 20.00 24.00 36.00 Pin - Pin 2.40in2 32.00in 2.40in2 4.00in 2.40in2 4.00in Center2 20.00 24.00 36.00 Pin - Pin 2.40in2 32.00in 2.40in2 4.00in 2.40in2 4.00in Center3 20.00 24.00 36.00 Pin - Pin 2.40in2 32.00in 2.40in2 4.00in 2.40in2 4.00in Center4 20.00 24.00 36.00 Pin - Pin 2.40in2 32.00in 2.40in2 4.00in 2.40in2 4.00in Loads Using Live Load This Span ?? Yes Yes Yes Yes Yes Dead Load k/ft 2.970 2.970 2.970 2.970 2.970 Live Load k/ft 1.800 1.800 1.800 1.800 1.800 ` Results Beam OK Beam OK Beam OK Beam OK Beam OK Mmax @ Cntr k -ft 224.93 95.97 132.96 95.97 224.93 @ X = ft 7.87 10.53 10.00 9.47 12.13 Mn' Phi k -ft 332.70 332.70 332.70 332.70 332.70 Max @ Left End k -ft 0.00 - 303.92 - 227.94 - 227.94 - 303.92 Mn • Phi k -ft 332.70 332.70 332.70 332.70 332.70 Max @ Right End k -ft - 303.92 - 227.94 - 227.94 - 303.92 0.00 Mn * Phi k -ft 332.70 332.70 332.70 332.70 332.70 Bending OK Bending OK Bending OK Bending OK Bending OK Shear @ Left k 56.98 75.98 72.18 68.38 87.38 Shear @ Right k 87.38 68.38 72.18 75.98 56.98 Reactions & Deflections DL @ Left k 23.45 67.22 57.84 57.84 67.22 LL @ Left k 14.21 40.74 35.05 35.05 40.74 Total @ Left k 37.66 107.95 92.89 92.89 107.95 DL @ Right k 67.22 57.84 57.84 67.22 23.45 LL @ Right k 40.74 35.05 35.05 40.74 14.21 Total @ Right k 107.95 92.89 92.89 107.95 37.66 Max. Deflection in -0.040 -0.009 -0.014 -0.009 -0.040 @ X = ft 8.80 10.67 10.00 9.33 11.20 Inertia : Effective in4 69,542.02 69,542.02 93,312.00 69,542.02 69,542.02 Shear Stirrups wr i.d fir 1r+ two imp Shima)i & Lascola, Inc. 23682 Birtcher Drive Lake Forest, CA 92630 (949) 770 -9967 Title : Dsgnr: Description : Scope : Job # Date: 10:04AM, 12 MAY 07 PP Rev. 560100 User: KW-0602701. Ver 5.6.1, 25-Oct -2002 (c) 1983 -2002 ENERCALC Engineering Software Multi -Span Concrete Beam Page 1 Description General Information Calculations are designed to ACI 318 -95 and 1997 UBC Requirements Fy t'c k.+ Stirrup Rebar Area Spacing @ Left Spacing @ .2`L Spacing @ .4`L Spacing @ .6'L Spacing @ .8'L Spacing @ Right Concrete Member Information The Cheesecake Factory, Tukwila, WA (Interior Grade Beam) 60,000.0 psi 3,000.0 psi in2 in in in in in in 0.400 16.00 Not Req'd Not Req'd Not Req'd 16.00 16.00 Spans Considered Continuous Over Supports ACI Dead Load Factor Stirrup Fy 60,000.0 psi ACI Live Load Factor 0.400 16.00 16.00 Not Req'd Not Req'd 16.00 16.00 0.400 16.00 16.00 Not Req'd Not Req'd 16.00 16.00 0.400 16.00 16.00 Not Req'd Not Req'd 16.00 16.00 0.400 16.00 16.00 Not Req'd Not Req'd Not Req'd 16.00 1.40 1.70 Shimaji & Lascola, Inc. 23682 Birtcher Drive Lake Forest, CA 92630 (949) 770 -9967 Rev: 560100 User. KW- 0602701, Ver 5.6.1, 25-0et -2002 e) 1983 -2002 ENERCALC Engineering Software Multi -Span Concrete Beam Page 2 Description Query Values Title : Dsgnr: Description : Scope : The Cheesecake Factory, Tukwila, WA (Interior Grade Beam) Location ft 0.00 0.00 0.00 0.00 0.00 Moment k -ft -0.0 -303.9 -227.9 -227.9 -303.9 Shear k 57.0 76.0 72.2 68.4 87.4 Deflection in 0.0000 0.0000 0.0000 0.0000 0.0000 Job # Date: 10:04AM, 12 MAY 07 Description Span Beam Width Beam Depth End Fixity Reinforcing Center Left Right ft in in Area Bar Depth Area Bar Depth Area Bar Depth Center 20.00 24.00 36.00 Pin - Pin 2.40in2 32.00in 2.40in2 4.00in 2.40in2 4.00in centers 20.00 24.00 36.00 Pin - Pin 2.401n2 32.00in 2.401n2 4.00in 2.40in2 4.00in Centel 20.00 24.00 36.00 Pin - Pin 2.40in2 32.00in 2.40in2 4.00in 2.40in2 4.00in Center3 20.00 24.00 36.00 Pin - Pin 2.40in2 32.00in 2.40in2 4.00in 2.40in2 4.00in Center4 20.00 24.00 36.00 Pin - Pin 2.40in2 32.00in 2.40in2 4.00in 2.40in2 4.00in Loads Using Uve Load This Span ?? No Yes Yes Yes Yes Dead Load k/ft 2.970 2.970 2.970 2.970 2.970 Uve Load kfft 1.800 1.800 1.800 1.800 1.800 Results Beam OK Beam OK Beam OK Beam OK Beam OK Mmax © Cntr k -ft 111.74 125.11 125.03 98.36 224.36 @ X = ft 7.33 9.87 10.13 9.47 12.13 Mn • Phi k -ft 332.70 332.70 332.70 332.70 332.70 Max © Left End k -ft 0.00 - 221.93 - 249.90 - 222.08 - 305.38 Mn • Phi k -ft 332.70 332.70 332.70 332.70 332.70 Max @ Right End k -ft - 221.93 - 249.90 - 222.08 - 305.38 0.00 Mn • Phi k -ft 332.70 332.70 332.70 332.70 332.70 Bending OK Bending OK Bending OK Bending OK Bending OK Shear © Left k 30.48 70.78 73.57 68.01 87.45 Shear © Right k 52.68 73.58 70.79 76.34 56.91 Reactions & Deflections DL @ Left k 23.45 67.22 57.84 57.84 67.22 LL © Left k -1.38 17.27 38.93 34.02 41.00 Total © Left k 22.07 84.48 96.77 91.86 108.21 DL © Right k 67.22 57.84 57.84 67.22 23.45 LL @ Right k 17.27 38.93 34.02 41.00 14.17 Total @ Right k 84.48 96.77 91.86 108.21 37.61 Max. Deflection in -0.015 -0.012 -0.013 -0.010 -0.040 @ X = ft 8.40 9.87 10.13 9.33 11.20 Inertia : Effective in4 93,312.00 93,312.00 93,312.00 68,867.67 68,867.67 Shear Stirrups ir.. Shimaji & Lascola, Inc. 23682 Birtcher Drive Lake Forest, CA 92630 (949) 770 -9967 b I Concrete Member Information Imo tie ill Description Fy Pc Stirrup Rebar Area Spacing © Left Spacing @ .2•L Spacing © .4•L Spacing © .6•L Spacing @ .8•L Spacing @ Right The Cheesecake Factory, Tukwila, WA (Interior Grade Beam - Skipped LL) 60,000.0 psi 3,000.0 psi in2 in in in in in in 0.400 Not Req'd Not Req'd Not Req'd Not Req'd 16.00 16.00 0.400 16.00 16.00 Not Req'd Not Req'd 16.00 16.00 0.400 16.00 16.00 Not Req'd Not Req'd 16.00 16.00 Title : Dsgnr: Description : Scope : 0.400 16.00 16.00 Not Req'd Not Req'd 16.00 16.00 0.400 16.00 16.00 Not Req'd Not Req'd Not Req'd 16.00 Job # Date: 10:09AM, 12 MAY 07 Rev: 560100 User: KW- 0602701, Ver 5.6.1, 25.Od -2002 (c) 1983 -2002 ENERCALC Engineering Software Multi -Span Concrete Beam Page 1 General Information Calculations are designed to ACI 318 -95 and 1997 UBC Requirements Spans Considered Continuous Over Supports ACI Dead Load Factor Stirrup Fy 60,000.0 psi ACI Uve Load Factor 1.40 1.70 Shimaji & Lascola, Inc. 23682 Birtcher Drive Lake Forest, CA 92630 (949) 770 -9967 Rev: 560100 User: KW-0602701, Ver 5.6.1. 25-Oct-2002 _ (c)1983 -2002 ENERCALC Engineering Software Multi -Span Concrete Beam Page 2 Description Query Values Title : Dsgnr: Description : Scope : The Cheesecake Factory, Tukwila, WA (interior Grade Beam - Skipped LL) Location ft 0.00 0.00 0.00 0.00 0.00 Moment k -ft -0.0 -221.9 -249.9 -222.1 -305.4 Shear k 30.5 70.8 73.6 68.0 87.4 Deflection in 0.0000 0.0000 0.0000 0.0000 0.0000 Job # Date: 10:09AM, 12 MAY 07 Description Span Beam Width Beam Depth End Fixity Reinforcing Center Left Right ft in in Area Bar Depth Area Bar Depth Area Bar Depth center 20.00 24.00 36.00 Pin - Pin 2.40in2 32.00in 2.40in2 4.00in 2.40in2 4.00in Centell 20.00 24.00 36.00 Pin - Pin 2.401n2 32.00in 2.40in2 4.00in 2.40in2 4.00in Centel 20.00 24.00 36.00 Pin - Pin 2.40in2 32.00in 2.40in2 4.00in 2.40in2 4.00in Center3 20.00 24.00 36.00 Pin - Pin 2.40in2 32.00in 2.401n2 4.00in 2.40in2 4.00in Center4 20.00 24.00 36.00 Pin - Pin 2.40in2 32.00in 2.40in2 4.00in 2.40in2 4.00in Loads Using Live Load This Span ?? Yes No Yes Yes Yes Dead Load k/ft 2.970 2.970 2.970 2.970 2.970 Uve Load kfft 1.800 1.800 1.800 1.800 1.800 Results Beam OK Beam OK Beam OK Beam OK Beam OK Mmax @ Cntr k -ft 249.25 6.94 158.32 88.89 226.66 @ X = ft 8.27 10.93 9.47 9.60 12.13 Mn • Phi k -ft 332.70 332.70 332.70 332.70 332.70 Max @ Left End k -ft 0.00 - 243.89 - 162.05 - 245.51 - 299.52 Mn • Phi k -ft 332.70 332.70 332.70 332.70 332.70 Max @ Right End k -ft - 243.89 - 162.05 - 245.51 - 299.52 0.00 Mn * Phi k -ft 332.70 332.70 332.70 332.70 332.70 Bending OK Bending OK Bending OK Bending OK Bending OK Shear @ Left k 59.99 45.67 68.01 69.48 87.16 Shear @ Right k 84.37 37.49 76.35 74.88 57.20 Reactions & Deflections DL @ Left k 23.45 67.22 57.84 57.84 67.22 LL @ Left k 15.98 21.14 14.43 38.15 39.96 Total @ Left k 39.42 88.36 72.26 95.99 107.18 DL @ Right k 67.22 57.84 57.84 67.22 23.45 LL @ Right k 21.14 14.43 38.15 39.96 14.34 Total @ Right k 88.36 72.26 95.99 107.18 37.79 Max. Deflection in -0.035 0.006 -0.019 -0.007 -0.039 @ X = ft 9.07 5.07 9.60 9.47 11.20 Inertia : Effective in4 93,312.00 93,312.00 93,312.00 71,636.09 71,636.09 Shear Stirrups Description tao ter Shimaji & Lascola, Inc. 23682 Birtcher Drive Lake Forest, CA 92630 (949) 770 -9967 Rev. 560100 User: KW-0602701, Ver 5.6.1, 25-Oct -2002 _(c) 1983 -2002 ENERCALC Engineering Software Multi -Span Concrete Beam Page 1 The Cheesecake Factory, Tukwila, WA (Interior Grade Beam - Skipped LL) General Information Calculations are designed to ACI 318 -95 and 1997 UBC Requirements Fy Pc Stirrup Rebar Area Spacing @ Left Spacing @ .2'L Spacing @ .4'L Spacing @ .6'L Spacing @ .8'L Spacing @ Right 60,000.0 psi 3,000.0 psi Concrete Member Information 1n2 in in in in in in 0.400 16.00 Not Req'd Not Req'd Not Req'd 16.00 16.00 Title : Dsgnr: Description : Scope : Job # Date: 10:08AM, 12 MAY 07 Spans Considered Continuous Over Supports ACI Dead Load Factor Stirrup Fy 60,000.0 psi ACI Uve Load Factor 0.400 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 0.400 16.00 16.00 Not Req'd Not Req'd 16.00 16.00 0.400 16.00 16.00 Not Req'd Not Req'd 16.00 16.00 0.400 16.00 16.00 Not Req'd Not Req'd Not Req'd 16.00 1.40 1.70 • Shimaji & Lascola, Inc. 23682 Birtcher Drive Lake Forest, CA 92630 (949) 770 -9967 Mufti -Span Concrete Beam Page 2 Title : Dsgnr: Description : Scope : Rev: 560100 User: KW-0602701, Ver 5.6.1, 25-0ct -2002 (c 1983-2002 ENERCALC ®sneering Software The Cheesecake Factory, Tukwila, WA (Interior Grade Beam - Skipped LL) Description +r Query Values Location ft 0.00 0.00 0.00 0.00 0.00 Moment k -ft -0.0 -243.9 -162.1 -245.5 -299.5 Shear k 60.0 45.7 68.0 69.5 87.2 Deflection in 0.0000 0.0000 0.0000 0.0000 0.0000 Job # Date: 10:08AM, 12 MAY 07 Shimajl & Lascola, Inc. 23682 Birtcher Drive Lake Forest, CA 92630 (949) 770 -9967 Rev: 560100 User. KW-0602701, Ver 5.6.1, 25-0U -2002 _ (c) 1983 -2002 ENERCALC Engineering Software Multi -Span Concrete Beam Page 1 Description General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Fy Pc Concrete Member Information Description Span ft Beam Width in Beam Depth in End Fixity Reinforcing Center i4rea Bar Depth Left Area Bar Depth Right Bar Depth Loads Using Uve Load This Span ?? Dead Load k/ft Uve Load k/ft Results Beam OK Beam OK Beam OK Beam OK Beam OK Mmax @ Cntr k -ft 218.62 123.37 44.38 123.37 218.62 @ X = ft 7.73 11.07 10.00 8.93 12.27 Mn * Phi k -ft 332.70 332.70 332.70 332.70 332.70 Max © Left End k -ft 0.00 - 320.02 - 163.52 - 163.52 - 320.02 Mn * Phi k -ft 332.70 332.70 332.70 332.70 332.70 Max © Right End k -ft - 320.02 - 163.52 - 163.52 - 320.02 0.00 Mn * Phi k -ft 332.70 332.70 332.70 332.70 332.70 Bending OK Bending OK Bending OK Bending OK Bending OK Shear @ Left k 56.18 80.01 41.58 64.35 88.18 Shear @ Right k 88.18 64.35 41.58 80.01 56.18 Reactions & Deflections DL @ Left k LL @ Left k Total @ Left k DL @ Right k LL @ Right k Total @ Right k Max. Deflection in @X= ft Inertia : Effective in4 Shear Stirrups Stirrup Rebar Area in2 Spacing @ Left in Spacing @ .2'L in Spacing © .4'L in Spacing © .6'L in Spacing © .8'L in Spacing © Right in 60,000.0 psi 3,000.0 psi Title : Dsgnr: Description : Scope : The Cheesecake Factory, Tukwila, WA (Interior Grade Beam - Skipped LL) Center Centers Center2 Center3 Center4 20.00 20.00 20.00 20.00 20.00 24.00 24.00 24.00 24.00 24.00 36.00 36.00 36.00 36.00 36.00 Pin -Pin Pin -Pin Pin -Pin Pin -Pin Pin -Pin 2.40in2 2.40in2 2.40in2 2.40in2 2.40in2 32.00in 32.00in 32.00in 32.00in 32.00in 2.40in2 2.40in2 2.40in2 2.40in2 2.4(112 4.00in 4.00in 4.00in 4.00in 4.00in 2.40in2 2.40in2 2.40in2 2.40in2 2.40in2 4.00in 4.00in 4.00in 4.00in 4.00in Yes Yes No Yes Yes 2.970 2.970 2.970 2.970 2.970 1.800 1.800 1.800 1.800 1.800 23.45 67.22 57.84 57.84 67.22 13.74 43.58 14.68 14.68 43.58 37.18 110.79 72.52 72.52 110.79 67.22 57.84 57.84 67.22 23.45 43.58 14.68 14.68 43.58 13.74 110.79 72.52 72.52 110.79 37.18 -0.042 -0.017 -0.003 -0.017 -0.042 8.80 11.07 10.00 8.93 11.20 62,714.46 62,714.46 93,312.00 62,714.46 62,714.46 0.400 0.400 0.400 0.400 0.400 16.00 16.00 Not Req'd 16.00 16.00 Not Req'd 16.00 Not Req'd Not Req'd 16.00 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd 16.00 Not Req'd Not Req'd 16.00 Not Req'd 16.00 16.00 Not Req'd 16.00 16.00 Job # Date: 10:08AM, 12 MAY 07 Spans Considered Continuous Over Supports ACI Dead Load Factor 1.40 Stirrup Fy 60,000.0 psi ACI Live Load Factor 1.70 D'et2 Shimaji & Lascola, Inc. 23682 Birtcher Drive Lake Forest, CA 92630 (949) 770 -9967 Multi -Span Concrete Beam Page 2 Rev: 560100 User. KW- 0602701, Ver 5.6.1, 25-Oct -2002 _ (c) 1983 -2002 ENERCALC Engineering Software The Cheesecake Factory, Tukwila, WA (Interior Grade Beam - Skipped LL) Description Title : Dsgnr: Description : Scope : iii. [Query Values Location ft 0.00 0.00 0.00 0.00 0.00 Moment k -ft -0.0 -320.0 -163.5 -163.5 -320.0 a.+ Shear k 56.2 80.0 41.6 64.4 88.2 Deflection in 0.0000 0.0000 0.0000 0.0000 0.0000 Job # 9rt Date: 10:08AM, 12 MAY 07 Mil Frame V10.0 - Analysis Mode ataBase: 07017a 02/26/07 11:32:51 PI [ ( [ r r r f i f 4 f i 1 / f 4 RAM Dir X Y HighRoof Roof HighRoof Roof RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF LOAD CASE: Seismic Seismic ASCE 7 -02 / IBC 2003 Equivalent Lateral Force Site Class: E Importance Factor. 1.25 Ss: 1.424 g Fa: 0.900 Fv: 2.400 SDs: 0.854 g Seismic Use Group: II Seismic Design Category: D Provisions for. Force Ground Level: Base Dir Ta X 0.385 Y 0.385 Eccent + And - + And - Total Building Weight (kips) APPLIED STORY FORCES: Type: EQIBCO3 X +E F Level Type: EQIBCO3_X_ -E F Level Type: EQIBCO3 Y +E _F Level HighRoof Roof Type: EQIBCO3_Y_ -E F Level HighRoof Roof Loads and Applied Forces R Ta Equation 8.0 Std,Ct= 0.030,x0. 8.0 Std,Ct1.030,x) Cu T T -used Eg95521 -1 1.400 0.844 0.538 0.134 1.400 0.857 0.538 0.134 = 474.51 Building Period -T 75 Calculated .75 Calculated Eq95521-2 0.227 0.227 Ht Fx Fy X Y ft kips kips ft ft 30.00 3.82 0.00 127.53 74.85 20.00 59.53 0.00 59.72 53.37 63.35 0.00 Ht Fx Fy X Y ft kips kips ft ft 30.00 3.82 0.00 127.53 73.45 20.00 59.53 0.00 59.72 44.34 63.35 0.00 0.00 63.35 Sl: 0.488 g SD1: 0.781 g Eg95521 -3 0.0470 0.0470 05/09/07 17:16:29 k 1.019 1.019 Ht Fx Fy X Y ft kips kips ft ft 30.00 0.00 3.82 128.22 74.15 20.00 0.00 59.53 66.46 48.86 Ht Fx Fy X Y ft kips kips ft ft 30.00 0.00 3.82 126.84 74.15 20.00 0.00 59.53 52.98 48.86 RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Loads and Applied Forces 0.00 63.35 05/09/07 17:16:29 Page 2/5 RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Loads and Applied Forces LOAD CASE: Wind Wind ASCE 7 -02/IBC2003 Exposure: B Basic Wind Speed (mph): 90.0 Importance Factor. 1.150 Apply Directionality Factor, Kd = 0.85 Use Topography Factor, Kzt 1.00 Use Calculated Frequency for X -Dir. Use Calculated Frequency for Y -Dir. Gust Factor for Rigid Structures, G: Use Calculated G for X -Dir. Gust Factor for Rigid Structures, G: Use Calculated G for Y-Dir. Damping Ratio for Flexible Structures= 0.01 Mean Roof Height (ft): Top Story Height + Parapet = 36.00 Ground Level: Base Page 3/5 05/09/07 17:16:29 RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Loads and Applied Forces 26.90 0.00 26.90 0.00 Page 4/5 05/09/07 17:16:29 Type: Wind IBCO3 2 X -E Level Ht Fx Fy X Y ft kips kips ft ft HighRoof 30.00 3.55 0.00 0.00 72.05 Roof 20.00 23.35 0.00 0.00 29.08 Type: Wind IBCO3 2 Y +E Level Ht Fx Fy X Y ft kips kips ft ft HighRoof 30.00 0.00 3.50 129.62 0.00 Roof 20.00 0.00 36.81 84.53 0.00 WIND PRESSURES: X- Direction: Natural Frequency = 1.185 Structure is Rigid 0.00 40.32 Y- Direction: Natural Frequency = 1.168 Structure is Rigid Type: Wind _113CO3 2 Y -E CpWindward = 0.80 qLeeward (qh) = 14.96 psf Level Ht Fx Fy X Y GCpn (Parapet): Winward = 1.80 Leeward = -1.10 ft kips kips ft ft Height Kz Kzt qz Gust Factor G CpLeeWard Pressure (psf) HighRoof 30.00 0.00 3.50 125.49 0.00 ft psf X Y X Y X Y Roof 20.00 0.00 36.81 44.10 0.00 36.00 0.738 1.000 14.960 0.874 0.874 - - 43.384 43.384 30.00 0.701 1.000 14.201 0.874 0.874 -0.500 -0.497 16.461 16.419 0.00 40.32 26.00 0.673 1.000 13.632 0.841 0.828 - - 39.532 39.532 Type: Wind IBCO3 3_X +Y 20.00 0.624 1.000 12.647 0.841 0.828 -0.401 -0.500 13.563 14 Level Ht Fx Fy X Y 0.00 0.575 1.000 11.649 0.841 0.828 -0.401 -0.500 12.892 13.908 ft kips kips ft ft APPLIED STORY FORCES: HighRoof 30.00 3.55 3.50 127.55 74.15 Type: Wind_IBCO3 1_X Roof 20.00 23.35 36.81 64.31 42.61 Level Ht Fx Fy X Y ft kips kips ft ft 26.90 40.32 HighRoof 30.00 4.73 0.00 0.00 74.15 Type: Wind IBCO3_3_X -Y Roof 20.00 31.14 0.00 0.00 42.61 Level Ht Fx Fy X Y ft kips kips ft ft 35.87 0.00 HighRoof 30.00 3.55 -3.50 127.55 74.15 Type: Wind IBCO3 1 Y Roof 20.00 23.35 - 36.81 64.31 42.61 Level Ht Fx Fy X Y ft kips kips ft ft 26.90 -40.32 HighRoof 30.00 0.00 4.67 127.55 0.00 Type: Wind IBCO3 X +Y CW Roof 20.00 0.00 49.08 64.31 0.00 Level Ht Fx Fy X Y ft kips kips ft ft 0.00 53.76 HighRoof 30.00 2.66 2.63 125.49 76.25 Type: Wind_IBCO3 2 X +E Roof 20.00 17.52 27.61 44.10 56.15 Level Ht Fx Fy X Y ft kips kips ft ft 20.18 30.24 HighRoof 30.00 3.55 0.00 0.00 76.25 Type: Wind_IBCO3 4 X +Y CCW Roof 20.00 23.35 0.00 0.00 56.15 Level Ht Fx Fy X Y F11, HighRoof Roof RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF f [ f r i i f i i i f $ f Loads and Applied Forces ft kips kips ft ft 30.00 2.66 2.63 129.62 72.05 20.00 17.52 27.61 84.53 29.08 20.18 30.24 Type: Wind IBCO3 4_X -Y CW Level Ht Fx Fy X Y ft kips kips ft ft HighRoof 30.00 2.66 -2.63 129.62 76.25 Roof 20.00 17.52 -27.61 84.53 56.15 20.18 -30.24 Type: Wind IBCO3 4_X -Y CCW Level Ht Fx Fy X Y ft kips kips ft ft HighRoof 30.00 2.66 -2.63 125.49 72.05 Roof 20.00 17.52 - 27.61 44.10 29.08 20.18 -30.24 Page 5/5 05/09/07 17:16:29 rIL� RAM MENNKXk4 RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Story Displacements CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P- Delta: Yes Scale Factor. 1.00 Diaphragm Rigid Ground Level: Base Wall Mesh Criteria : Max. Allowed Distance between Nodes (ft) : 8.00 LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER El Seismic EQBCO3 X +E _F E2 Seismic EQBCO3 X -E F E3 Seismic EQIBCO3 Y +E _ F E4 Seismic EQBCO3 -E F W Wind Wind BCO3 1 X W2 Wind Wind BCO3_1 Y W3 Wind Wind BCO3 +E W4 Wind Wind BCO3 2 X -E W5 Wind Wind_BCO3 2 Y +E W6 Wind Wind BCO3 -E W7 Wind WindBCO3 3 X +Y W8 Wind Wind _BCO33 X -Y W9 Wind Wind BCO3 4 X +Y CW W10 Wind Wind_fCO3_4_X +Y_CCW W11 Wind Wind 4 X -Y CW B W12 Wind Wind _CO34X -Y CCW Level: HighRoof Center of Mass (ft): (127.53, 74.15) LdC Disp X Disp Y Theta Z in In rad D -0.06686 -0.01304 0.00017 Lp -0.05252 -0.01626 0.00015 El 0.95395 -0.03412 -0.00006 E2 0.91842 0.07756 0.00008 E3 -0.04195 1.12188 0.00013 E4 0.01088 0.95526 -0.00008 W 1 0.52767 0.03972 0.00003 W2 -0.03419 0.95255 0.00008 W3 0.41705 -0.03620 -0.00007 W4 0.37445 0.09577 0.00012 W5 - 0.07486 0.86911 0.00026 W6 0.02357 0.55971 -0.00014 W7 0.37011 0.74420 0.00009 05/09/07 17:16:29 RAM W8 W9 W10 W11 W12 RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC 0.42140 0.33047 0.22470 0.36893 0.26316 Story Displacements -0.68462 0.39264 0.72366 -0.67898 -0.34796 -0.00004 -0.00016 0.00029 -0.00025 0.00019 Level: Roof Center of Mass (ft): (59.72, 48.86) LdC Disp X Disp Y Theta Z in In rad D -0.00292 -0.00601 -0.00000 Lp -0.00296 -0.00796 -0.00000 El 0.92786 -0.00008 -0.00004 E2 0.93285 0.00213 0.00009 E3 0.00713 0.95401 0.00019 E4 -0.00030 0.95070 -0.00001 W 1 0.52815 0.00139 0.00005 W2 0.00588 0.80961 0.00015 W3 0.39314 -0.00026 -0.00005 W4 0.39908 0.00235 0.00012 W5 0.01132 0.61028 0.00030 W6 -0.00250 0.60414 -0.00007 W7 0.40052 0.60825 0.00015 W8 0.39170 -0.60617 -0.00008 W9 0.29298 0.45291 -0.00009 W10 0.30780 0.45947 0.00031 W11 0.28636 -0.45791 -0.00026 W12 0.30119 -0.45134 0.00014 Page 2/2 " 05/09/07 17:16:29 t RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Redundancy Factors Summary CODE: UBC 97 CRITERIA: Rigid End Zones: Ignore Effects P- Delta: Yes Scale Factor. 1.00 Diaphragm: Rigid Ground Level: Base Wall Mesh Criteria : Max. Allowed Distance between Nodes (ft) : 8.00 Level for Ab: HighRoof Ab (ft') = 192.8 Maximum Angle from Parallel between adjacent bays for which Column is considered 'common to two bays': 10.0 deg Load Case: El Seismic EQIBCO3 X +E F Level Story V Area Ai ElementV ri Rhoi Element kips ft kips HighRoof 3.82 192.78 2.77 0.725 0.013 Brace 2 Roof 65.18 192.78 31.30 0.480 0.000 Cols 20,21 r max = 0.725 Rho = 1.000 Load Case: E2 Seismic EQIBCO3 X_ E F Level Story V Area Ai ElementV ri Rhoi Element kips ft kips HighRoof 3.82 192.78 3.05 0.799 0.197 Brace 2 Roof 65.19 192.78 31.56 0.484 0.000 Cols 22,32 r max = 0.799 Rho = 1.000 Load Case: E3 Seismic EQIBCO3 Y +E _F Level Story V Area Ai ElementV ri Rhoi Element kips ft kips HighRoof 3.82 192.78 4.75 1.243 0.841 Brace 3 Roof 65.24 192.78 35.15 0.539 0.000 Cols 27,26 r max = 1.243 Rho = 1.000 Load Case: E4 Seismic EQIBCO3 Y -E F Level Story V Area Ai ElementV ri Rhoi Element kips ft kips HighRoof 3.82 192.78 4.32 1.130 0.726 Brace 3 Roof 65.23 192.78 30.46 0.467 0.000 Cols 27,26 r max = 1.130 r r a i I $ $ 11 f i t i 05/09/07 17:16:29 RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF 1.000 Redundancy Factors Summary Page 2/2 05/09/07 17:16:29 r V V r r RAM CRITERIA: Rigid End Zones: Ignore Effects Member Force Output At Face of Joint P- Delta: Yes Scale Factor. 1.00 Diaphragm Rigid Ground Level: Base Wall Mesh Criteria : Max. Allowed Distance between Nodes (ft) : 8.00 Load Case: D Level HighRoof Roof Load Case: Lp Level HighRoof Roof Load Case: El Level HighRoof Roof Load Case: E2 Level RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF HighRoof Roof Load Case: E3 Level HighRoof Roof Load Case: E4 Level HighRoof Roof DeadLoad RAMUSER Shear -X kips -0.01 -0.01 PosLiveLoad RAMUSER Shear -X kips -0.01 -0.01 Building Story Shears Change -X kips -0.01 0.00 Change -X kips -0.01 0.00 Seismic EQIBCO3 X +E _F Shear -X Change -X kips kips 3.82 3.82 65.18 61.36 Seismic EQ,IBCO3 X_ E F Shear-X Change -X kips kips 3.82 3.82 65.19 61.37 Seismic EQIBCO3 Y +E F Shear -X Change -X kips kips 0.00 0.00 0.01 0.01 Seismic EQ.IBCO3 Y_ E F Shear -X kips 0.00 0.00 Change -X kips 0.00 0.00 Shear -Y Idps 0.00 -0.01 Shear -Y kips 0.00 -0.02 Shear -Y kips 0.00 0.00 Shear -Y kips 0.00 0.01 Shear -Y kips 3.82 65.24 Shear -Y Idps 3.82 65.23 05/09/07 17:16:29 Change -Y kips 0.00 -0.01 Change -Y kips 0.00 -0.02 Change -Y kips 0.00 0.00 Change -Y kips 0.00 0.01 Change -Y Idps 3.82 61.42 Change -Y Idps 3.82 61.40 Load Case: Wl Level HighRoof Roof Load Case: W2 Level Load Case: W3 Level Load Case: W4 Level Load Case: W5 Level RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF HighRoof Roof HighRoof Roof HighRoof Roof HigbRoof Roof Load Case: W6 Level HighRoof Roof Load Case: W7 Level HighRoof Roof Wind Wind IBCO3_1 X Shear-X kips 4.73 36.91 Wind Wind IBCO3_1 Y Shear -X kips 0.00 0.01 t r Building Story Shears Change -X kips 4.73 32.18 Change -X kips 0.00 0.01 Wind Wind IBCO32_X +E Shear -X Change -X kips kips 3.55 3.55 27.68 24.13 Wind Wind IBCO3 2 X -E Shear -X kips 3.55 27.69 Wind Wind IBCO3_2 Y +E Shear -X kips 0.00 0.02 Wind Wind IBCO3 2 Y -E Shear -X kips 0.00 0.00 Wind Wind IBCO3 3 X +Y Shear -X kips 3.55 27.69 Change -X kips 3.55 24.14 Change -X kips 0.00 0.02 Change -X kips 0.00 0.00 Change -X kips 3.55 24.14 Shear -Y kips 0.00 0.01 Shear -Y kips 4.68 55.37 Shear -Y kips 0.00 0.00 Shear -Y kips 0.00 0.01 Shear -Y kips 3.51 41.54 Shear -Y kips 3.51 41.51 Shear -Y kips 3.51 41.53 05/09/07 17:16:29 Change -Y kips 0.00 0.01 Change -Y kips 4.68 50.69 Change -Y kips 0.00 0.00 Change -Y kips 0.00 0.01 Change -Y kips 3.51 38.04 Change -Y kips 3.51 38.00 Change -Y kips 3.51 38.02 Page 2/3 HighRoof Roof RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF r [ r r $ i _ I I I f i 1 Building Story Shears Load Case: W8 Wind Wind IBCO3 3 X -Y Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips 3.55 3.55 -3.51 -3.51 27.68 24.13 -41.52 -38.01 Load Case: W9 Wind Wind IBCO3 4 X +Y CW Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips HighRoof 2.66 2.66 2.63 2.63 Roof 20.76 18.09 31.13 28.50 Load Case: W10 Wind Wind IBCO3 4 X +Y CCW Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips HighRoof 2.66 2.66 2.63 2.63 Roof 20.78 18.11 31.17 28.54 Load Case: W11 Wind Wind IBCO3 4 X Y CW Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips HighRoof 2.66 2.66 -2.63 -2.63 Roof 20.75 18.09 -31.16 -28.53 Load Case: W12 Wind Wind IBCO3 4 XYCCW Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips HighRoof 2.66 2.66 -2.63 -2.63 Roof 20.77 18.11 -31.12 -28.49 Page 3/3 05/09/07 17:16:29 r f RANI Frame #1 RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Frame Story Shears CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P- Delta: Yes Scale Factor. 1.00 Diaphragm: Rigid Ground Level: Base Wall Mesh Criteria : Max. Allowed Distance between Nodes (ft) : 8.00 05/09/07 17:16:29 RAM Roof RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Frame Story Shears Load Case: W1 Wind Wind IBCO3_1 X Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips 0.99 0.99 -1.00 -1.00 Load Case: W2 Wind Wind IBCO3_1 Y Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips Roof 0.02 0.02 22.02 22.02 Load Case: W3 Wind Wind IBCO3_2 X +E Load Case: D DeadLoad RAMUSER Level Shear -X Change-X Shear -Y Change -Y Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips kips kips kips kips Roof 0.73 0.73 1.02 1.02 Roof -0.01 -0.01 -0.05 -0.05 Load Case: W4 Wind Wind IBCO3 2 X -E Load Case: Lp PosLiveLoad RAMUSER Level Shear -X Change -X Shear -Y Change -Y Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips kips kips kips kips Roof 0.75 0.75 -2.52 -2.52 Roof -0.01 -0.01 -0.08 -0.08 Load Case: W5 Wind Wind IBCO3 2 Y +E Load Case: El Seismic EQIBCO3 X +E F Level Shear -X Change -X Shear -Y Change -Y Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips kips kips kips kips Roof 0.05 0.05 12.40 12.40 Roof 1.72 1.72 0.96 0.96 Load Case: W6 Wind Wind_IBCO3 2 Y -E Load Case: E2 Seismic EQIBCO3 X_ E F Level Shear -X Change -X Shear -Y Change -Y Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips kips kips kips kips Roof -0.01 -0.01 20.63 20.63 Roof 1.74 1.74 -2.01 -2.01 Load Case: W7 Wind Wind 1BCO3 3 X +Y Load Case: E3 Seismic EQIBCO3 Y +E F Level Shear -X Change -X Shear -Y Change -Y Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips kips kips kips kips Roof 0.76 0.76 15.76 15.76 Roof 0.03 0.03 25.82 25.82 Load Case: W8 Wind Wind IBCO3 3_X -Y Load Case: E4 Seismic EQIBCO3 Y_ E F Level Shear -X Change -X Shear -Y Change -Y Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips kips kips kips kips Roof 0.72 0.72 -17.27 -17.27 Roof 0.00 0.00 30.23 30.23 Load Case: W9 Wind Wind IBCO3 4 X +Y CW Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips Page 2/9 05/09/07 17:16:29 Roof Level Frame #2 r r RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Frame Story Shears 0.54 0.54 16.23 16.23 Page 3/9 05/09/07 17:16:29 Roof RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF r t Frame Story Shears Load Case: E4 Seismic EQ.IBCO3 Y -E F Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips 0.01 0.01 30.46 30.46 Load Case: W10 Wind Wind IBCO3 4 X +Y CCW Shear-X Change -X Shear -Y Change -Y kips kips kips kips Roof 0.60 0.60 7.41 7.41 Load Case: W1 Wind Wind IBCO3_1 X Level Shear-X Change -X Shear-Y Change -Y Load Case: W11 Wind Wind IBCO3 4 X -Y CW kips kips kips kips Level Shear-X Change -X Shear-Y Change -Y Roof 0.95 0.95 1.06 1.06 kips kips kips kips Roof 0.51 0.51 -8.54 -8.54 Load Case: W2 Wind Wind IBCO31 Y Level Shear-X Change -X Shear -Y Change -Y Load Case: W12 Wind Wind 1BCO3 4 X -Y CCW kips kips kips kips Level Shear -X Change -X Shear-Y Change -Y Roof -0.09 -0.09 29.71 29.71 kips kips kips kips Roof 0.57 0.57 -17.36 -17.36 Load Case: W3 Wind Wind_IBCO3 2 X +E Level Shear-X Change -X Shear-Y Change -Y kips kips kips kips Roof 0.76 0.76 -1.08 -1.08 Load Case: D DeadLoad RAMUSER Level Shear-X Change -X Shear -Y Change -Y Load Case: W4 Wind Wind IBCO3 2 X -E kips kips kips kips Level Shear-X C hange -X Shear-Y Change -Y Roof 0.00 0.00 0.08 0.08 kips kips kips kips Roof 0.67 0.67 2.67 2.67 Load Case: Lp PosLiveLoad RAMUSER Level Shear-X Change -X Shear-Y Change -Y Load Case: W5 Wind Wind IBCO3 2 Y +E kips kips kips kips Level Shear-X C hange -X Shear-Y Change -Y Roof 0.00 0.00 0.11 0.11 kips kips kips kips Roof -0.18 -0.18 26.64 26.64 Load Case: El Seismic EQ.IBCO3 X +E F Level Shear-X Change -X Shear-Y Change -Y Load Case: W6 Wind Wind IBCO3 2 Y -E kips kips kips kips Level Shear-X Change -X Shear-Y Change -Y Roof 1.75 1.75 -1.01 -1.01 kips kips kips kips Roof 0.04 0.04 17.93 17.93 Load Case: E2 Seismic EQ.IBCO3 X -E _F Level Shear -X Change -X Shear-Y Change -Y Load Case: W7 Wind Wind IBCO3 3 X +Y kips kips kips kips Level Shear-X Change -X Shear-Y Change -Y Roof 1.67 1.67 2.13 2.13 kips kips kips kips Roof 0.65 0.65 23.08 23.08 Load Case: E3 Seismic EQ,IBCO3 Y +E F Level Shear -X Change -X Shear-Y Change -Y Load Case: W8 Wind Wind IBCO3 3 X -Y kips kips kips kips Level Shear-X Change -X Shear-Y Change -Y Roof -0.11 -0.11 35.15 35.15 kips kips kips kips r i Page 4/9 05/09/07 17:16:29 r r r r RAM Roof Load Case: W9 Level Roof Load Case: W10 Wind Wind IBCO3 4 X +Y CCW Level Shear -X Change -X Shear -Y kips kips kips Roof 0.37 0.37 21.98 Load Case: W11 Wind Wind IBCO3 4 X -Y CW Level Shear -X Change -X kips kips Roof 0.71 0.71 Load Case: W12 Wind Wind_IBCO3 4 X Y CCW Level Shear -X Change -X Shear -Y kips kips kips Roof 0.47 0.47 -11.44 Frame #3 Load Case: D Level Roof Load Case: Lp Level Roof Load Case: El Level Roof RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Load Case: E2 Level Roof Frame Story Shears 0.78 0.78 Wind Wind IBCO3 3 X +Y CW Shear -X Change -X kips kips 0.60 0.60 DeadLoad RAMUSER Shear -X Change -X kips kips -0.11 -0.11 PosLiveLoad RAMUSER Shear -X Change -X kips kips -0.15 -0.15 Seismic EQ.IBCO3 X +E F Shear -X Change -X kips kips 29.45 29.45 Seismic EQ.IBCO3 X -E _F Shear -X Change -X kips kips 31.56 31.56 -21.49 Shear -Y kips 12.64 Shear -Y kips -20.79 Shear -Y kips -0.01 Shear -Y kips -0.01 Shear -Y kips 0.05 Shear -Y kips -0.10 -21.49 Change -Y kips 12.64 Change -Y kips 21.98 Change -Y kips -20.79 Change -Y kips -11.44 Change -Y kips -0.01 Change -Y kips -0.01 Change -Y kips 0.05 Change -Y kips -0.10 r IF Page 5/9 05/09/07 17:16:29 RA Load Case: E3 Level Roof Load Case: E4 Level Roof Load Case: W1 Level Roof Load Case: W2 Level Roof Load Case: W3 Level Roof Load Case: W4 Level Roof Load Case: W5 Level Roof Load Case: W6 Level Roof RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Load Case: W7 Level Seismic EQ,IBCO3 Y +E F Shear -X Change -X kips kips 2.93 2.93 Seismic EQ Y_ E F Shear -X Change -X kips kips -0.21 -0.21 Wind Wind IBCO3 1 X Shear-X Change -X kips kips 17.79 17.79 Wind Wind IBCO3_1 Y Shear -X Change -X hips kips 2.41 2.41 Frame Story Shear Wind Wind IBCO3_2 +E Shear -X Change -X kips kips 12.08 12.08 Wind Wind IBCO3 2 X -E Shear -X Change -X kips kips 14.60 14.60 Wind Wind IBCO3_2 Y +E Shear -X Change -X kips kips 4.74 4.74 Wind Wind IBCO3 2 -E Shear -X Change -X kips kips -1.11 -1.11 Wind Wind IBCO3 3 X +Y Shear -X Change -X kips kips Shear -Y Change -Y kips kips 1.57 1.57 Shear -Y Change -Y kips kips 1.78 1.78 Shear -Y Change -Y kips kips -0.05 -0.05 Shear-V Change -Y kips kips 1.34 1.34 Shear -Y Change -Y kips kips 0.05 0.05 Shear -Y Change -Y kips kips -0.12 -0.12 Shear -Y Change -Y kips kips 0.81 0.81 Shear -Y Change -Y kips kips 1.20 1.20 Shear -Y Change -Y kips kips Page 6/9 05/09/07 17:16:29 f RAM MEA`WlTl4 Roof Load Case: W8 Level Roof Load Case: W9 Level Roof Frame #4 Load Case: D Level Roof Load Case: Lp Level Roof Load Case: El Level Roof r RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Frame Story Shears 15.15 15.15 Wind Wind IBCO3 3 X -Y Shear -X Change -X kips kips 11.53 11.53 Wind Wind mCO3 4 X +Y CW Shear -X Change -X kips kips 8.22 8.22 Load Case: WIl Wind Wind IBCO3 4_X -Y CW Level Shear-X Change -X kips hips Roof 5.51 5.51 DeadLoad RAMUSER Shear -X Change -X kips Idps -0.02 -0.02 PosLiveLoad RAMUSER Shear -X Change -X kips kips 0.05 0.05 Seismic EQIBCO3 X +E F Shear -X Change -X kips kips 31.30 31.30 r 0.97 Shear -Y kips -1.04 Shear -Y Idps 0.94 Load Case: W10 Wind Wind IBCO3 4 X +Y CCW Level Shear -X Change -X Shear -Y kips kips kips Roof 14.50 14.50 0.51 Shear-Y kips -0.57 Load Case: W12 Wind Wind IBCO3 4 X -Y CCW Level Shear -X Change -X Shear -Y kips kips kips Roof 11.78 11.78 -0.99 0.97 Change -Y kips -1.04 Change -Y kips 0.94 Change -Y kips 0.51 Change -Y kips -0.57 Change -Y kips -0.99 Shear -Y Change -Y kips kips -0.01 -0.01 Shear -Y Change -Y kips kips -0.01 -0.01 Shear -Y Change -Y kips kips 0.05 0.05 $ ff Page 7/9 05/09/07 17:16:29 RAM ME9W1GW1 Load Case: E2 Level Roof Load Case: E3 Level Roof Load Case: E4 Level Roof Load Case: WI Level Roof Load Case: W2 Level Roof Load Case: W3 Level Roof Load Case: W4 Level Roof Load Case: W5 Level Roof RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Load Case: W6 Level Seismic EQIBCO3 X_ E F Shear -X Change -X kips kips 29.29 29.29 Seismic EQIBCO3 Y +E F Shear -X Change -X Idps kips -2.77 -2.77 Seismic EQWCO3 Y_ E F Shear -X Change -X kips kips 0.21 0.21 Wind Wind IBCO3_1 X Shear -X Change -X kips kips 16.68 16.68 Frame Story Shears Wind Wind_ BCO3_1 Y Shear -X Change -X kips kips -2.28 -2.28 Wind Wind _ 1BCO3 _ 2_X +E Shear -X Change -X kips kips 13.71 13.71 Wind Wind _ IBCO3 _ 2_X -E Shear-X Change -X kips kips 11.31 11.31 Wind Wind_IBCO3_2_Y +E Shear -X Change -X kips kips - 4.49 -4.49 Wind Wind_ BCO3 2 Y -E Shear -X Change -X kips kips Shear -Y Change -Y kips kips -0.10 -0.10 Shear -Y Change -Y kips kips 1.57 1.57 Shear -Y Change -Y kips kips 1.78 1.78 Shear -Y Change -Y Idps hips -0.05 -0.05 Shear -Y Change -Y kips kips 1.33 1.33 Shear -Y Change -Y kips kips 0.05 0.05 Shear -Y Change -Y kips kips -0.12 -0.12 Shear -Y Change -Y kips kips 0.80 0.80 Shear -Y Change -Y kips kips Page 8/9 05/09/07 17:16:29 Roof RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Frame Story Shears 1.07 1.07 1.20 1.20 Load Case: W7 Wind Wind_113CO3 +Y Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips Roof 10.80 10.80 0.96 0.96 Load Case: W8 Wind Wlnd -Y Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips Roof 14.22 14.22 -1.04 -1.04 Load Case: W9 WInd Wind _ IBCO3 _ 4 _ X+Y _ CW Level Shear-X Change -X Shear -Y Change -Y kips kips kips kips Roof 11.08 11.08 0.94 0.94 Load Case: W10 Wind Wind 1BCO3_4 X +Y CCW Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips Roof 5.11 5.11 0.51 0.51 Load Case: W11 Wind Wind IBCO3 4 X -Y CW Level Shear -X Change-X Shear -Y Change -Y kips kips kips kips Roof 13.65 13.65 -0.56 -0.56 Load Case: W12 Wind Wind_IBCO3 4 X -Y CCW Level Shear -X Change -X Shear-Y Change -Y kips kips kips kips Roof 7.68 7.68 -1.00 -1.00 f �•_ ri i f ' if i I Page 9/9 05/09/07 17:16:29 r t Fil RAM RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC CRITERIA: Rigid End Zones: Member Force Output: P- Delta: Yes Diaphragm: Rigid Ground Level: Base Wall Mesh Criteria : Max. Allowed Distance between Nodes (ft) : 8.00 LOAD CASE DEFINITIONS: D DeadLoad LP El E2 E3 E4 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 Wl1 W12 Frame #1: Node 19 PosLiveLoad Seismic Seismic Seismic Seismic Wind Wind Wind Wind Wind Wind Wind Wind Wind Wind Wind Wind Frame Reactions Ignore Effects At Face of Joint Scale Factor. 1.00 RAMUSER RAMUSER EQIBCO3 X +E F EQIBCO3 -E F EQIBCO3 Y +E _ F EQIBCO3 Y -E F Wind IBCO3 1 X Wind_IBCO3_1_Y Wind _ IBCO3 2 +E Wind _ IBCO3 _ 2_X -E Wind _ IBCO3 2 +E Wind_IBCO3 -E WindIBCO3_3_X +Y Wind_IBCO3 3_X -Y Wind 113CO3 4_X +Y CW Wind 4_X +Y Wind 4_X -Y Wind IBCO3 4 X -Y CCW LdC Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft D 0.00 2.51 25.80 -16.47 0.07 0.00 Lp 0.00 1.98 19.92 -13.11 0.07 0.00 El -0.86 -0.48 -0.33 5.32 -17.10 0.00 E2 -0.89 1.01 0.69 -11.23 -17.70 -0.00 E3 -0.04 -12.91 -8.82 143.87 -0.83 -0.00 E4 0.00 -15.12 -10.33 168.50 0.06 0.00 WI -0.50 0.50 0.34 -5.60 -10.00 -0.00 W2 -0.03 -11.01 -7.52 122.70 -0.69 -0.00 W3 -0.36 -0.51 -0.35 5.67 -7.14 0.00 W4 -0.39 1.26 0.86 -14.07 -7.86 -0.00 W5 -0.07 -6.20 -4.24 69.10 -1.34 -0.01 W6 0.02 -10.31 -7.05 114.95 0.31 0.00 W7 -0.40 -7.88 -5.39 87.83 -8.01 -0.00 W8 -0.35 8.63 5.90 -96.22 -6.98 0.00 05/09/07 17:16:29 { C f 4 f RAM RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Frame Reactions Node LdC Rx Ry Rz Mxx Myy Tax W9 -0.26 -8.12 - 5.55 90.47 -5.12 0.00 W10 -0.35 -3.70 -2.53 41.28 -6.90 -0.01 W11 -0.22 4.27 2.92 - 47.57 -4.35 0.01 W12 -0.31 8.68 5.93 -96.76 -6.13 -0.00 20 D 0.00 -2.46 28.31 15.56 0.05 0.00 Lp 0.00 -1.90 24.22 11.95 0.04 0.00 El -0.87 -0.48 0.33 5.32 -17.35 0.00 E2 -0.86 1.01 -0.69 -11.23 -17.17 -0.00 E3 0.01 -12.91 8.82 143.87 0.25 -0.00 E4 -0.00 -15.12 10.33 168.50 -0.02 0.00 W 1 -0.49 0.50 -0.34 -5.60 -9.73 -0.00 W2 0.01 -11.01 7.52 122.70 0.20 -0.00 W3 -0.37 -0.51 0.35 5.67 -7.41 0.00 W4 -0.36 1.26 -0.86 -14.07 -7.19 -0.00 W5 0.02 -6.20 4.24 69.10 0.40 -0.01 W6 -0.00 -10.31 7.05 114.95 -0.10 0.00 W7 -0.36 -7.88 5.39 87.83 -7.14 -0.00 W8 -0.37 8.63 -5.90 -96.22 -7.45 0.00 W9 -0.28 -8.12 5.55 90.47 -5.63 0.00 W 10 -0.25 -3.70 2.53 41.28 -5.09 -0.01 W11 -0.29 4.27 -2.92 -47.57 -5.86 0.01 W12 -0.27 8.68 -5.93 -96.76 -5.32 -0.00 Frame #2: Node LdC Rx Ry Rz Mxx Myy Tax kips kips kips kip -ft kip-ft kip-ft 24 D 0.00 2.12 52.67 -14.25 0.04 0.00 Lp 0.00 1.90 40.68 -13.13 0.03 0.00 El -0.87 0.34 -2.26 -4.39 -17.44 0.00 E2 -0.85 -1.21 -3.60 12.79 -16.97 0.00 E3 0.03 -17.50 -14.63 193.08 0.64 0.00 E4 -0.00 -15.18 -12.65 167.47 -0.05 0.00 WI -0.48 -0.69 -3.17 6.97 -9.63 0.00 W2 0.03 -14.81 -12.31 163.32 0.53 0.00 W3 -0.38 0.40 -1.53 -4.97 -7.50 0.00 W4 -0.35 -1.44 -3.22 15.43 -6.95 0.00 W5 0.05 -13.25 -11.09 146.29 1.04 0.00 W6 -0.01 -8.95 -7.37 98.68 -0.25 0.00 W7 -0.34 -11.62 -11.61 127.72 -6.83 0.00 W8 -0.38 10.59 6.86 - 117.26 -7.62 0.00 W9 -0.29 -6.41 -6.68 70.28 -5.81 0.00 W10 -0.22 -11.02 -10.73 121.29 -4.43 0.00 W11 -0.32 1024 7.17 - 113.45 -6.41 0.00 W12 -0.25 5.64 3.11 -62.44 -5.02 0.00 Page 2/5 - 05/09/07 17:16:29 !IL RAM Node LdC 25 D Lp El E2 E3 E4 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Frame Reactions Rx Ry Rz Mxx Myy Tzz 0.00 -2.20 21.27 13.59 0.03 0.00 0.00 -2.02 18.46 12.15 0.01 0.00 -0.88 0.68 -1.38 -6.57 -17.65 0.00 -0.83 -0.92 0.01 10.87 -16.51 -0.00 0.08 -17.65 14.71 194.03 1.57 -0.00 -0.01 -15.28 12.67 168.10 -0.12 0.00 -0.47 -0.37 -0.48 4.91 -9.40 -0.00 0.06 -14.91 12.38 163.99 1.29 -0.00 -0.39 0.68 -1.24 -6.77 -7.73 0.00 -0.32 -1.24 0.51 14.14 -6.38 -0.00 0.13 -13.39 11.21 147.14 2.53 -0.01 -0.03 -8.98 7.36 98.83 -0.60 0.00 -0.30 -11.46 8.92 126.67 -6.09 -0.00 -0.40 10.90 -9.65 - 119.30 -8.02 0.00 -031 -6.22 4.59 69.05 -6.25 0.00 -0.14 -10.97 8.79 120.96 -2.88 -0.01 -0.38 10.55 -9.34 - 115.43 -7.70 0.01 -0.22 5.81 -5.13 - 63.52 -4.33 -0.00 Frame #3: Node LdC Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 18 D 0.28 0.00 11.15 -0.07 2.15 0.00 Lp 0.50 0.00 11.94 -0.08 3.64 0.00 El -14.72 -0.03 -12.05 0.56 - 162.14 0.00 E2 -15.78 0.06 -12.92 -1.19 - 173.77 -0.00 E3 -1.47 -0.76 -1.20 15.26 -16.15 -0.00 E4 0.11 -0.89 0.09 17.87 1.16 0.00 W 1 -8.89 0.03 -7.28 -0.59 -97.92 -0.00 W2 -1.21 -0.65 -0.99 13.01 -13.29 -0.00 W3 -6.04 -0.03 -4.94 0.60 -66.51 0.00 W4 -7.30 0.07 -5.98 -1.49 -80.37 -0.00 W5 -2.37 -0.37 -1.94 7.33 -26.07 -0.01 W6 0.56 -0.61 0.46 12.19 6.14 0.00 W7 -7.57 -0.47 -6.20 9.31 -83.41 -0.00 W8 -5.76 0.51 -4.72 -10.20 -63.47 0.00 W9 -4.11 -0.48 -3.37 9.59 -45.28 0.00 W10 -7.25 -0.22 -5.94 4.38 -79.84 -0.01 W11 -2.75 025 -2.25 -5.04 -30.33 0.01 W12 -5.89 0.51 -4.82 -10.26 -64.88 -0.00 23 D -0.17 0.00 5.44 -0.09 -0.80 0.00 Lp -0.35 0.01 7.85 -0.11 -1.90 0.00 El -14.72 -0.02 12.05 0.36 - 162.14 0.00 E2 -15.78 0.04 12.92 -0.74 - 173.77 -0.00 Page 3/5 05/09/07 17:16:29 RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Node LdC E3 E4 WI W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 Frame Reactions 1 Rx Ry Rz Mxx Myy Tzz -1.47 -0.81 120 16.17 -16.15 -0.00 0.11 -0.89 -0.09 17.80 1.16 0.00 -8.89 0.02 7.28 -0.37 -97.92 -0.00 -1.21 -0.69 0.99 13.77 -13.29 -0.00 -6.04 -0.02 4.94 0.38 -66.51 0.00 -730 0.05 5.98 -0.93 -80.37 -0.00 -2.37 -0.44 1.94 8.81 -26.07 -0.01 0.56 -0.59 -0.46 11.84 6.14 0.00 -7.57 -0.50 6.20 10.05 -83.41 -0.00 -5.76 0.53 4.72 -10.60 -63.47 0.00 -4.11 -0.46 337 9.16 -45.28 0.00 -7.25 -0.30 5.94 5.91 -79.84 -0.01 -2.75 032 2.25 -6.32 -30.33 0.01 -5.89 0.48 4.82 -9.58 -64.88 -0.00 Frame #4: Node LdC Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 21 D 0.16 0.00 12.43 -0.07 1.17 0.00 Lp 028 0.00 17.77 -0.08 1.88 0.00 El -15.65 -0.03 -14.56 0.56 - 171.05 0.00 E2 -14.65 0.06 -13.63 -1.19 - 160.08 -0.00 E3 1.39 -0.76 1.29 1526 15.16 -0.00 E4 -0.11 -0.89 -0.10 17.87 -1.17 0.00 W 1 -8.34 0.03 -7.76 -0.59 -91.14 -0.00 W2 1.14 -0.65 1.06 13.01 12.48 -0.00 W3 -6.85 -0.03 -6.38 0.60 -74.90 0.00 W4 -5.66 0.07 -526 -1.49 -61.81 -0.00 W5 2.25 -0.37 2.09 7.33 24.55 -0.01 W6 -0.53 -0.61 -0.50 12.19 -5.84 0.00 W7 -5.40 -0.47 -5.02 9.31 -59.00 -0.00 W8 -7.11 0.51 -6.62 -10.20 -77.71 0.00 W9 -5.54 -0.48 -5.15 9.59 -60.56 0.00 W10 -2.56 -0.22 -2.38 4.38 -27.94 -0.01 W11 -6.82 0.25 -6.35 -5.04 -74.59 0.01 W12 -3.84 0.51 -3.57 -1026 -41.98 -0.00 22 D -0.15 0.00 6.61 -0.09 -0.83 0.00 Lp -0.33 0.01 5.63 -0.10 -2.10 0.00 El -15.65 -0.02 14.56 0.38 - 171.05 0.00 E2 -14.65 0.04 13.63 -0.79 - 160.08 -0.00 E3 1.39 -0.80 -1.29 16.07 15.16 -0.00 E4 -0.11 -0.89 0.10 17.81 -1.17 0.00 W 1 -8.34 0.02 7.76 -0.39 -91.14 -0.00 W2 1.14 -0.68 -1.06 13.68 12.48 -0.00 05/09/07 17:16:29 Page 4/5 ` S I pia RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Frame Reactions elr tm Node LdC Rx Ry Rz Mxx Myy Tzz W3 -6.85 -0.02 6.38 0.40 -74.90 0.00 W4 -5.66 0.05 5.26 -0.99 -61.81 -0.00 W5 2.25 -0.43 -2.09 8.64 24.55 -0.01 W6 -0.53 -0.59 0.50 11.88 -5.84 0.00 W7 -5.40 -0.50 5.02 9.97 -59.00 -0.00 W8 -7.11 0.53 6.62 -10.56 -77.71 0.00 W9 -5.54 -0.46 5.15 9.21 -60.56 0.00 W10 -2.56 -0.29 2.38 5.74 -27.94 -0.01 W11 -6.82 0.31 6.35 -6.18 -74.59 0.01 W12 -3.84 0.48 3.57 - 9.65 -41.98 -0.00 Page 5/5 05/09/07 17:16:29 11 Is • f • I a a • a ENGINEER DESIGN OF %O'f t I- a6 fr - G SHIMAJI & LASCOLA structural engineers ortkifiw) DL u- e II.P 4 .' 11. (1".'; 051P 149 fi g SHEET NO DATE JOB ENGINEER DESIGN OF nit � �r'( kyeco .tfrP.*6q% coti7NWtori it?-11‘fK1Nz-= Nth I k(5 u 2 (15a�' C(o•' obis-- 2t-1 ot SHIMAJI & LASCOLA structural engineers \10- 1.8e 144 - U` �I��I��O•�o�� -eeIce0- 1 1/4.)= Y VIwY123)9. 64(Ret,-- SHEET NO. DATE JOB COI ENGINEER - DESIGN OF Pt fti t3* SHIMAJI & LASCOLA structural engineers SHEET NO. DATE iu 1353 1089 914 788 694 621 562 514 475 q 19.75 15.89 13.34 11.50 10.13 9.06 8.20 7.50 6.93 BP © 12" F 3.4 +39R 4.5+31R 5.8 +26R 7.5 +22R 9.5 +19R 12.0 +17R 14.8 +15R 18.0 +14R 21.7 +13R 19.4 +223R 25.7 +177R 33.1 +148R 42.8 +126R 54.2 +108R 68.5 +97R 84.5 +86R 102.8 +80R 123.9 +74R �.I kkr Allowable Diaphragm Shear Values, q (pif, kN /m) and Flexibility Factors, F ((in. /lb)x10 (mm /N)x10 SIDELAP SPAN (ft-in., mm) ATTACH- 4' -0" 5' -0" 6' -0" 7' -0" 8' -0" 9' -0" 10' -0" 11' -0" 12' -0" GAGE MENT 1,220 1,520 1,830 2,130 , 2,440 2,740 3,050 3,350 3,660 18 16 BP @ 24" TSW @ 24" TSW@ 18" TSW@ 12" TSW @6" BP @ 24" BP @ 12" TSW @ 24" TSW@ 18" TSW@ 12" TSW @6" Catalan VR1 Type O R 5 Weld Pattern at Supports t Button Punch or 1 Top Seam Weld e Primer Painted or Galvanized 1264 1030 849 738 I641 1 577 516 475 433 q 18.45 15.03 12.39 10.77 J 9.35 8.42 7.53 6.93 6.32 F 3.5 +39R 4.6+31R 6.1 +26R 7.9 +22R 10.2 +19R 12.7 +17R 15.9 +15R 19.4 +14R 23.6 +13R 20.0 +223R 26.3 +177R 34.8 +148R 45.1 +126R 58.2 +108R 72.5 +97R 90.8 +86R 110.8 +80R 134.8 +74R 1582 1359 1138 1040 914 862 780 750 691 q 23.09 19.83 16.61 15.18 13.34 12.58 11.38 10.95 10.08 F 13.4 +17R 12.3 +13R 16.0 +11R 14.9 +10R 18.3 +8R 17.1 +7R 20.2 +7R 19.1 +6R 22.0 +6R 76.5 +97R 70.2 +74R 91.4 +63R 85.1 +57R 104.5 +46R 97.6 +40R 115.3 +40R 109.1 +34R 125.6 +34R 1690 1440 1206 1096 1012 905 858 818 755 q 24.66 21.02 17.60 15.99 14.77 13.21 12.52 11.94 11.02 F 9 +17R 9.2 +13R 11.9 +11R 11.7 +10R 11.7 +8R 13.9 +7R 13.8 +7R 13.7 +6R. 15.7 +6R 51.4 +97R• 52.5 +74R 68.0 +63R 66.8 +57R 66.8 +46R 79.4 +40R 78.8 +40R 78.2 +34R 89.6 +34R 1790 1516 1333 1201 1102 1025 964 914 872 q 26.12 22.12 19.45 17.53 16.08 14.96 14.07 13.34 12.73 F 6 +17R 7.4 +13R 7.8+11R 8.2 +10R 8.6 +8R 8.9 +7R 9.2 +7R 9.5 +6R 9.8 +6R 39.4 +97R 42.3 +74R 44.5 +63R 46.8 +57R 49.1 +46R 50.8 +40R 52.5 +40R 54.2 +34R 56.0 +34R 2140 1853 1661 1523 1419 1338 1273 1220 1057 q 31.23 27.04 24.24 22.23 20.71 19.53 18.58 17.80 15.43 F 3.9 +17R 4.1 +13R 4.2 +11R 4.3 +10R 4.4 +8R 4.5 +7R 4.6 +7R 4.7 +6R 4.7 +6R 22.3 +97R 23.4 +74R 24.0 +63R 24.6 +57R 25.1 +46R 25.7 +40R 26.3 +40R 26.8 +34R 26.8 +34R q 1656 1343 1110 962 837 751 673 617 563 24.17 19.60 16.20 14.04 12.22 10.96 9.82 9.00 8.22 F 3.2 +20R 4.3 +16R 5.9 +13R 7.7+11R 10.0 +10R 12.7 +9R 16.0 +8R 19.5 +7R 23.9 +7R 18.3 +114R 24.6 +91R 33.7 +74R 44.0+63R 57.1 +57R 72.5 +51R 91.4 +46R 111.3 +40R 136.5 +40R 1741 1400 1172 1010 888 793 717 655 603 q 25.41 20.43 17.10 14.74 12.96 11.57 10.46 9.56 8.80 F 3 +20R 4.2 +16R 5.6 +13R 7.4+11R 9.5 +10R 12.1 +9R 15.1 +8R 18.5 +7R 22.4 +7R 17.7 +114R 24.0 +91R 32.0 +74R 42.3 +63R 54.2 +57R 69.1 +51R 86.2 +46R 105.6 +40R 127.9 +40R q q 2115 1794 1502 1358 1194 1117 1011 964 888 30.87 26.18 21.92 19.82 17.43 16.30 14.75 14.07 12.96 F 9.5 +8R 8.9 +6R 11.6 +5R 10.9 +5R 13.5 +4R 12.8 +4R 15.2 +3R 14.5 +3R 16.7 +3R 54.2 +46R 50.8 +34R 66.2 +29R 62.2 +29R 77.1 +23R 73.1 +23R 86.8 +17R 82.8 +17R 95.4 +17R 2232 1882 1576 1420 1302 1164 1096 1039 959 32.57 27.47 23.00 20.72 19.00 16.99 15.99 15.16 14.00 F 6.5 +8R 6.7 +6R 8.7 +5R 8.7 +5R 8.8 +4R 10.5 +4R 10.5 +3R 10.5 +3R 12.1 +3R 37.1 +46R 38.3 +34R 49.7 +29R 49.7 +29R 50.2 +23R 60.0 +23R 60.0 +17R 60.0 +17R 69.1 +17R 2339 1964 1713 1534 1400 1296 1212 1145 1088 q 34.14 28.66 25.00 22.39 20.43 18.91 17.69 16.71 15.88 F 5.1 +8R 5.5 +6R 5.9 +5R 6.2 +5R 6.5 +4R 6.8 +4R 7.1 +3R 7.,4+3R 7.7 +3R 29.1 +46R 31.4 +34R 33.7 +29R 35.4 +29R 37.1 +23R 38.8 +23R 40.5 +17R 42.3 +17R 44.0 +17R 2716 2329 2070 1884 1745 1638 1552 1482 1424 q 39.64 33.99 30.21 27.49 25.47 23.90 22.65 21.63 20.78 F 3.0 +8R 3.1 +6R 3.2 +5R 3.4 +5R 3.5 +4R 3.6 +4R 3.6 +3R 3.7 +3R 3.8 +3R 17.1 +46R 17.7 +34R 18.3 +29R 19.4 +29R 20.0 +23R 20.6 +23R 20.6 +17R 21.1 +17R 21.7 +17R BP = Button Punch; TSW = Top Seam Weld VFR('.C) MANII !PIMP. rn 51 r r r r r r 911 RAM Floor Type: Roof RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC 0 W JJJ -I W14)22 W14)Q2 I W16)Q6 W1 777 I I I I I I I I 0 85' I r CO I -I -1 -I I I I I I I I W r 0 L V1VPi 0 0- II 9 / 1 PI ice( I W18)35 W14)Q2 W1 4)Q2 W14)22 I W14,22 114x22 114x22 W14)(22 F ir- r r r r r r r lk Floor Map W14)22 1624)62 - r W21x44 ' Z1 V121 x44 W21x44 V121)44 W21x44 VV21x44 W21x44 121x44 121x44 W21x44 V124x55 O 148x10 ;18x10 1621 05/09/07 17:16:29 Steel Code: ASD 9th Ed. J --I L J_ yr JOB ENGINEER DESIGN OF S- P' tvtt 100 )( V y 1.z( / -1� t o- *(, ob) h eltUY klett6 A c. 411615 4.1 =Pt7-- m4-1 r1 0,141 k ? 0-2' ✓ �I � fo rd (1 W./ V y 1-7/( z -� - 2 -0" V y 'r b -� (o.VY1'x0.i'?2 '5.3- Z Y L ( ri 15 r y 1 .12- 4 57,r OH-b % 0_5+ / (iivt) p _+1 6 %) SHIMAJI & LASCOLA structural engineers 0 - u + - 0-1 41,o re5,‘Pq SHEET NO. DATE G1 Kr-ik JOB ENGINEER DESIGN OF SHIMAJI & LASCOLA structural engineers slit c 1 �4 , A J o.10S ,0 0 6 -0 9 11 11.3 Vx e 44-°u.> o 5(4$) 1.3 Y °- L ( °-°2 1 -0 ✓ 1.061- (10". C f 1) = o �- 2 c�C Zfi i' 1� -03� \y„. Or -s fee SHEET NO. DATE "/ JOB ENGINEER DESIGN OF SHIMAJI & LASCOLA structural engineers rt. .21h l-2 ' tbM -1- 0.5(23.3� 4&9 vx y c 56 o.o.t X26-1,tb'z -b o.°iv ✓ 1(\26 1(12•0 � t } ��� f 112) /1-0 coe -•� �& ry 2.v1 & i CI1'3) : o + 3 t WTI Oflf 1421 ' 1-7/(0.0 t 0, 01-tit { {, b Vr gvci {.l � " c1v 8 - 1 6 1- t 0 00 0- 0Le t 2 24- e p_ �� i,r JOB Iro ENGINEER DESIGN OF ktilf c' zI= WIzK14 V- I.2C2 t o -5(2 °I,c• L 0 14- Y o o -s(0- Y.2°I5 11 3 c 12 -v) ce 16°k ,ICS 'C 0)I4 cf* OHS R, + � t o,i 7;t4,2, .t1 r -0° `/ X1 x .: \c.. . ta t 1 O r fie, I� �Y �. 0, y l = � a t o pz_ 2. dt 9 if a fro /-21 + 0,11 ✓ (1 0'17D 6hr2 � _ _.._.- v.5e1 ✓ f SHIMAJI & LASCOLA structural engineers �2� ENGINEER DESIGN OF WV:i itocnav y 0-6(-z6 " 0.(09 r- t 0-ilo-Imykr5ib &(-1-1) Ac 5,1 1.'b r Y 1 -I 2 ' _ hex 10-1 et, k° - _ ° t li 1t -2 ►) 1 .06Z w Y 0- 0 -2(o, YZ41' Y 1 -k 0 ` � s tge G1 pfliis FrA5ts JOB ENGINEER DESIGN OF o .5(bA`") x It 0- 1 °►2) I�•�' 605 v 0 fig, , ice- =�2��I�.�� � 1.1'I 0.0 gr- 1.0 (/ SHIMAJI & LASCOLA structural engineers lid ; t1.21 yx .c , 0.S(14-,ouJ 04-.06- v 79 el- o �(\4 t C n A- r Y g 'I Cry (Au CON 0 01 '1 10 t‘e thcs-1,0051 V I, G 0.15 SHEET NO. DATE 0 JOB / I• y DESIGN OF Net G9I-• t"'"' "' Ci** ENGINEER SHIMAJI & LASCOLA structural engineers tit* OTAto fo z /12) an. a " � = oki r �J 6 I 127 TvAvco - 4 1 , t o r 1 ‘ 1 4- 1 - 5 1F - SHEET NO. DATE 1+ cpc 1 < 1( a 59Ya4D r��_►1 r t v) Shimaji & Lascola, Inc. 23682 Birtcher Drive Lake Forest, CA 92630 (949) 770 -9967 Rev: 560100 User: KW-0602701, Ver 5.6.1, 25-0ct -2002 (c) 1983 -2002 ENERCALC Engineering Software Multi -Span Concrete Beam Page 1 Description General Information Calculations are designed to ACI 318 -95 and 1997 UBC Requirements Fy Pc Concrete Member Information Description Center Centerl Center2 Center3 Center4 Span ft 20.00 20.00 20.00 20.00 20.00 Beam Width in 24.00 24.00 24.00 24.00 24.00 Beam Depth in 36.00 36.00 36.00 36.00 36.00 End Fixity Pin -Pin Pin -Pin Pin -Pin Pin -Pin Pin -Pin Reinforcing Center Area 1.20in2 1.20in2 1.20in2 1.20in2 1.20in2 Bar Depth 32.00in 32.00in 32.00in 32.00in 32.00in Left Area 2.00in2 2.00in2 1.58in2 1.58in2 1.58in2 Bar Depth 4.00in 4.00in 4.00in 4.00in 4.00in Right Are8 2.001n2 2.00in2 1.58in2 1.58in2 1.58in2 Bar Depth 4.00in 4.00in 4.00in 4.00in 4.00in Loads Using Uve Load This Span ?? Dead Load k/ft Live Load k/ft Moment DL k -ft LL k -ft @X ft Results Beam OK Beam OK Beam OK Beam OK Beam OK Mmax @ Cntr k -ft @X= ft Mn • Phi k -ft Max @ Left End k -ft Mn • Phi k -ft Max @ Right End k -ft Mn • Phi k -ft Shear @ Left k Shear @ Right k Reactions & Deflections DL @ Left k LL @ Left k Total @ Left k DL @ Right k LL @ Right k Total @ Right k Max. Deflection in @X= ft Inertia : Effective in4 Shear Stirrups Stirrup Rebar Area in2 Spacing @ Left in Spacing @ .2'L in Spacing @ .41. in Spacing @ .6'L in Spacing @ .81. in Spacing @ Right in Title : Dsgnr: Description : Scope : The Cheesecake Factory, Tukwila, WA (Exterior Grade Beam - Frame Columns) 60,000.0 psi 3,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor 1.40 Stirrup Fy 60,000.0 psi ACI Uve Load Factor Yes Yes Yes Yes Yes 1.935 1.935 1.935 1.935 1.935 0.900 0.900 0.900 0.900 0.900 194.00 194.00 0.00 0.00 0.00 0.00 0.00 0.00 111.45 34.66 85.41 54.25 132.61 13.47 11.60 9.73 9.60 12.13 169.36 169.36 169.36 169.36 169.36 - 271.60 - 251.26 - 114.37 - 139.06 - 177.18 279.06 279.06 221.86 221.86 221.86 20.34 - 114.37 - 139.06 - 177.18 0.00 279.06 279.06 221.86 221.86 221.86 Bending OK Bending OK Bending OK Bending OK Bending OK 56.99 49.23 41.16 40.48 5125 27.79 35.55 43.62 44.30 33.53 32.08 30.29 33.50 38.80 43.51 7.11 20.37 17.53 17.53 20.37 39.18 50.65 51.03 56.32 63.88 30.29 33.50 38.80 43.51 15.32 20.37 17.53 17.53 20.37 7.11 50.65 51.03 56.32 63.88 22.43 0.130 0.160 -0.010 -0.004 -0.018 6.13 7.60 9.73 9.47 1120 17,180.83 18,773.79 93,312.00 93,312.00 93,312.00 0.400 0.400 0.400 0.400 0.400 16.00 16.00 Not Req'd Not Req'd 16.00 16.00 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Job # �� Date: 10:00AM, 12 MAY 07 1.70 Shimaji & Lascola, Inc. 23682 Birtcher Drive Lake Forest, CA 92630 (949) 770 -9967 Multi -Span Concrete Beam Page 2 Rev: 560100 User. KW- 0602701, Ver 5.8.1, 25-Oct -2002 (c)1983-2002 ENERCALC Engineering Software The Cheesecake Factory, Tukwila, WA (Exterior Grade Beam - Frame Columns) Description Query Values Title : Dsgnr: Description : Scope : Location ft 0.00 0.00 0.00 0.00 0.00 Moment k -ft -271.6 -251.3 -114.4 -139.1 -177.2 Shear k 57.0 49.2 41.2 40.5 51.2 Deflection in 0.0000 0.0000 0.0000 0.0000 0.0000 Job # Date: 10:00AM, 12 MAY 07 • CC1 M4 1 JOB - ENGINEER DESIGN OF OcOL afrAo.nc-- X bs. - -AA-1--- j ' A ki■ F p SHIMAJI & LASCOLA structural engineers tr4ftte- iv4 op 91 1 C.---1=5P`'P2 10f0 . bi_ 6 - — 0 • 7ci •c 2 bp 9_41.4 (04-00) = xPle.el=scicet iM*5 114 mrms + v.) Li 7,0449 _.itbx6/7 s_ ;$01 2 al 5 _E ==. 1 . g • ell SHEET NO. DATE WI= JOS :111 n ENGINEER DESIGNIN tir• 6, 6, bs. t4. 1-6 0 • Ce ba- ir4 0 7CI _ _ -- O 1 2 , bp 77 = x St) 1441 =ST SHIMAJI & LASCOLA structural engineers M .45 ikcizAssye_ f\A SHEET NO. x0A wo - 1 te 1 9..Vvs 1S VAC/1 t- 2- • 41:/ • = 13 ii•4 DATE -vd10-x-K r r r r [ f RAM RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Sds LOAD CASE DEFINITIONS: D DeadLoad Lp PosLiveLoad El Seismic E2 Seismic E3 Seismic E4 Seismic W 1 Wind W2 Wind W3 Wind W4 Wind W5 Wind W6 Wind W7 Wind W8 Wind W9 Wind W10 Wind W11 Wind W12 Wind Code Check,Summary CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor. 1.00 Diaphragm: Rigid Ground Level: Base Wall Mesh Criteria : Max. Allowed Distance between Nodes (ft) : 8.00 LOAD COMBINATION CRITERIA: 0.854 LOAD COMBINATIONS: IBC 2003 ASD 1 • 1.000 D 2 * 1.000 D + 1.000 Lp 3 * 1.000 D + 0.750 Lp + 0.750 WI 4 * 1.000 D + 0.750 Lp + 0.750 W2 5 * 1.000 D +0.750 Lp +0.750 W3 6 * 1.000 D + 0.750 Lp+ 0.750 W4 7 * 1.000 D +0.750 Lp +0.750 W5 8 * 1.000 D +0.750 Lp +0.750 W6 9 * 1.000 D + 0.750 Lp + 0.750 W7 10 * 1.000 D +0.750 Lp +0.750 W8 11 * 1.000 D +0.750 Lp +0.750 W9 12 * 1.000 D +0.750 Lp +0.750 W10 13 * 1.000 D + 0.750 Lp + 0.750 W l l RAMUSER RAMUSER EQIBCO3 X +E F EQIBCO3 -E F EQIBCO3 Y +E _F EQIBCO3 Y -E F Wind Wind _ IBCO3 1 Wind 2_X +E Wind IBCO3 -E Wind 2 +E Wind _ IBCO3 _ 2 _ Y -E Wind IBCO33X +Y Wind _ IBCO3 3_X -Y Wind 4_X +Y CW Wind 4_X +Y Wind _ IBCO34 X -Y Wind IBCO3 4 X -Y CCW 05/14/07 15:50:58 Steel Code: AISC ASD Rho = 1.00 Rho = 1.00 Rho = 1.00 Rho = 1.00 r r f f f RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC 14 * 1.000 D + 0.750 Lp + 0.750 W12 15 * 1.000 D +0.750 Lp -0.750 W1 16 • 1.000 D + 0.750 Lp - 0.750 W2 17 • 1.000 D +0.750 Lp -0.750 W3 18 * 1.000 D+ 0.750 Lp - 0.750 W4 19 * 1.000 D+ 0.750 Lp - 0.750 W5 20 • 1.000 D +0.750 Lp -0.750 W6 21 • 1.000 D + 0.750 Lp - 0.750 W7 22 * 1.000 D+ 0.750 Lp - 0.750 W8 23 * 1.000 D+ 0.750 Lp - 0.750 W9 24 * 1.000 D + 0.750 Lp - 0.750 W 10 25 * 1.000 D + 0.750 Lp - 0.750 W11 26 * 1.000 D + 0.750 Lp - 0.750 W12 27 * 1.000D +1.000 WI 28 • 1.000D +1.000 W2 29 * 1.000 D + 1.000 W3 30 * 1.000 D+ 1.000 W4 31 * 1.000D +1.000 W5 32 * 1.000 D+ 1.000 W6 33 • 1.000D +1.000 W7 34 * 1.000 D+ 1.000 W8 35 * 1.000 D+ 1.000 W9 36 * 1.000 D + 1.000 W10 37 * 1.000D+ 1.000W11 38 • 1.000 D + 1.000 W12 39 * 1.000 D -1.000 WI 40 • 1.000 D -1.000 W2 41 * 1.000 D -1.000 W3 42 • 1.000 D -1.000 W4 43 * 1.000 D -1.000 W5 44 * 1.000 D -1.000 W6 45 * 1.000 D -1.000 W7 46 * 1.000 D -1.000 W8 47 • 1.000 D -1.000 W9 48 * 1.000 D -1.000 W IO 49 * 1.000 D -1.000 W11 50 * 1.000 D -1.000 W12 51 * 0.600D +1.000 W1 52 * 0.600 D+ 1.000 W2 53 * 0.600 D+ 1.000 W3 54 * 0.600 D+ 1.000 W4 55 * 0.600 D + 1.000 W5 56 * 0.600 D+ 1.000 W6 57 * 0.600 D+ 1.000 W7 58 * 0.600 D+ 1.000 W8 59 * 0.600 D+ 1.000 W9 Code Check Summary Page 2/6 ' 05/14/07 15:50:58 Steel Code: AISC ASD ( I IT 1 S i S RAM 60 * 0.600 D + 1.000 W 10 61 * 0.600 D + 1.000 W11 62 * 0.600 D + 1.000 W12 63 * 0.600 D - 1.000 WI 64 * 0.600 D - 1.000 W2 65 * 0.600 D -1.000 W3 66 * 0.600 D -1.000 W4 67 * 0.600 D -1.000 W5 68 * 0.600 D -1.000 W6 69 * 0.600 D -1.000 W7 70 * 0.600 D -1.000 W8 71 * 0.600 D - 1.000 W9 72 * 0.600 D -1.000 W10 73 * 0.600 D -1.000 W11 74 * 0.600 D- 1.000W12 75 * 1.128 D + 0.750 Lp + 0.750 E1 76 * 1.128 D + 0.750 Lp + 0.750 E2 77 * 1.128 D + 0.750 Lp + 0.750 E3 78 • 1.128 D+ 0.750 Lp + 0.750 E4 79 * 1.128 D+ 0.750 Lp - 0.750 E1 80 * 1.128 D + 0.750 Lp - 0.750 E2 81 * 1.128 D+ 0.750 Lp - 0.750 E3 82 * 1.128 D + 0.750 Lp - 0.750 E4 83 * 1.120 D + 0.700 E1 84 * 1.120 D + 0.700 E2 85 * 1.120 D + 0.700 E3 86 * 1.120 D + 0.700 E4 87 * 1.120D -0.700 E1 88 * 1.120 D - 0.700 E2 89 * 1.120 D - 0.700 E3 90 * 1.120D- 0.700E4 91 * 0.480 D + 0.700 E1 92 * 0.480 D + 0.700 E2 93 * 0.480 D + 0.700 E3 94 * 0.480 D + 0.700 E4 95 * 0.480 D - 0.700 El 96 * 0.480 D - 0.700 E2 97 * 0.480 D - 0.700 E3 98 * 0.480 D - 0.700 E4 * = Load combination currently selected to use Frame #1: Level: Roof RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a-SMRF Building Code: IBC Code Check Summary Page 3/6 05/14/07 15:50:58 Steel Code: AISC ASD Col. 33 34 Beam 117 Frame #2: Level: Roof CoL P Mmajor # kips kip-ft 26 48.87 169.97 27 100.89 - 170.74 Beam 4 Frame #3: Level: Roof Col. P kips 22 31.23 32 21.71 Beam P kips 116 0.00 Frame #4: Level: Roof Col. P kips 20 38.27 21 22.60 Frame #5: RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC r P Mmajor Mminor Vmajor Vminor kips kip-ft kip-ft kips kips 57.85 152.89 0.07 15.54 0.00 51.80 - 154.79 0.09 15.66 0.00 P Mmajor Mminor Vmajor Vminor kips kip-ft kip-ft kips kips 0.00 - 142.70 0.00 28.81 0.00 Mminor kip-ft 1.21 -0.41 Vmajor Vminor kips kips 17.23 0.06 16.94 0.02 P Mmajor Mminor Vmajor Vminor kips kip-ft kip-ft kips kips 0.00 - 152.55 0.00 36.77 0.00 Mmajor Mminor kip-ft kip-ft - 135.48 0.75 132.66 -0.73 Mmajor Mminor kip-ft kip-ft - 131.01 -0.57 130.81 0.11 Vmajor Vminor kips kips 12.53 0.04 12.30 0.04 Mmajor Mminor Vmajor Vminor kip-ft kip-ft kips kips - 107.08 -0.00 13.52 0.00 Vmajor Vminor kips kips 12.14 0.03 12.15 0.01 Beam P Mmajor Mminor Vmajor Vminor kips kip-ft kip-ft kips kips 1 0.00 - 103.78 -0.00 14.05 0.00 Code Check Summary IT LC Interact. 78 0.60 H1-1 82 0.64 H1 -3 LC Interact. 82 0.39 H1 -3 LC Interact. 77 0.70 H1 -3 81 0.79 H1 -1 LC Interact. 77 0.42 H1 -3 LC Interact. 80 0.53 111 -3 76 0.50 Hl -3 LC Interact. 80 0.29 H1 -3 LC Interact. 79 0.54 H1 -3 75 0.49 111 -3 LC Interact. 75 0.29 H1 -3 FY ksi 50 50 Fy ksi 50 FY ksi 50 50 Page 4/6 ' 05/14/07 15:50:58 Steel Code: AISC ASD FY ksi 50 FY ksi 50 50 FY ksi 50 FY Its' 50 50 Size W14X82 W14X82 Size W24X62 Size W14X82 W14X82 Size W24X62 Site W14X82 W14X82 Size W24X6 S ize W14X82 W14X82 Fy Size ksi 50 W24X62 f f t RAM ME fM(STVl Level: HighRoof Col. P Mmajor # kips kip-ft 3 5.73 -0.00 Beam 1 Brace 1 Level: Roof Beam P Mmajor # kips kip-ft 33 3.11 5.43 Frame #6: Level: HighRoof Col. P Mmajor kips kip-ft 4 13.00 0.00 Beam 2 Brace 2 RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC P kips 0.00 P kips -7.82 P kips -0.00 P kips 6.68 Mmajor kip-ft 9.82 Mmajor Idp-ft 0.00 Mmajor kip-ft 23.23 Mmajor klp 0.00 Mminor kip-ft 9.38 Mminor kip-ft 0.00 Mminor kip-ft 0.00 Mminor kip-ft 1928 Mminor kip-ft 0.00 Mminor kip-ft 0.00 Frame #7: Level: HighRoof Col. P Mmajor Mminor # kips kip-ft kip-ft 1 6.59 7.16 5.13 f r Code Check Summary Vmajor Vminor kips kips 0.00 1.00 Vmajor Vminor kips kips 2.95 0.00 Vmajor Vminor kips kips 0.00 0.00 Mminor Vmajor Vminor kip-ft kips kips 0.00 1.65 0.00 Vmajor Vminor kips kips 0.00 2.04 Vmajor Vminor kips kips 4.56 0.00 Vmajor Vminor kips kips 0.00 0.00 Level: Roof Beam P Mmajor Mminor Vmajor Vminor LC kips kip -ft kip-ft kips kips 32 3.86 52.72 6.77 21.88 221 81 Vmajor Vminor kips kips 0.99 0.14 34 LC Interact Fy ksi 80 0.05 H1 -3 46 Interact. Fy kit 0.51 H1 -3 50 LC Interact Fy ksi 020 H1-3 46 r Page 5/6 05/14/07 15:50:58 Steel Code: AISC ASD LC Interact. Fy Size ksi 79 0.14 Hl -3 46 HSS8X8X1/2 LC Interact Fy Size kat 2 0.39 H1 -3 50 W14X22 LC Interact Fy Size ksi 82 0.04 H1 -3 46 HSS6X6X3 /8 LC Interact. Fy Size ksi 82 0.06 11 -3 50 W14X43 LC Interact Fy Size ksi 80 028 Hl -3 46 HSS8X8X1/2 LC Interact. Fy Size ksi 2 0.32 Hl -3 50 W14X22 Size HSS6X6X3 /8 Size W14X43 Size HSS8X8X1/2 RA Beam 3 RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC P kips 0.00 Mmajor kip-ft 9.93 Brace P Mmajor # kips kip-ft 3 -10.80 0.00 Level: Roof CoL P # kips 18 18.30 Beam P kips 6 0.00 Mmajor kip-ft -2.08 Mmajor kip-ft 15.44 Frame #8: Level: HighRoof Cot. P Mmajor # kips kip-ft 2 15.42 -8.07 Beam P Mmajor kips kip-ft 4 0.00 2323 Brace P Mmajor # kips kip-ft 4 10.38 0.00 Level: Roof Col. P Mmajor # klps kip-ft 19 29.33 -9.98 Beam P Mmajor # kips kip-ft 5 -0.15 21.74 Mminor kip-ft 0.00 Mminor kip-ft 0.00 Mminor kip-ft 9.14 Mminor kip-ft 0.00 Mminor kip-ft 2.12 Mminor kip-ft 0.00 Mminor kip-ft 0.00 Mminor kip-ft 0.82 Mminor kip-ft 6.90 Code Check Summary Vmajor Vminor kips kips 2.98 0.00 Vmajor Vminor kips kips 0.00 0.00 Vmajor Vminor kips kips 0.07 0.50 Vmajor Vminor kips kips 4.63 0.00 Vmajor kips 0.08 Vmajor kips 4.56 Vmajor kips 0.00 Vminor klps 1.00 Vminor kips 0.00 Vminor kips 0.00 Vmajor Vminor kips kips 0.50 0.04 Vmajor Vminor kips kips 8.42 226 LC Interact. 2 0.40 H1 -3 LC Interact. 77 0.05 H1 -3 LC Interact 81 0.36 H1 -1 LC Interact. 2 0.12 Hl -3 LC Interact 77 0.24 H1 -3 LC Interact. 2 0.32 111 -3 LC Interact 75 0.08 H1 -3 LC Interact. 75 0.54 H1 -1 LC Interact 82 0.32 H1 -3 FY ksi 50 FY ksi 46 FY ksi 46 05/14/07 15:50:58 Steel Code: AISC ASD FY ksi 50 FY ksi 46 FY ksi 50 FY ksi 46 FY ksi 46 FY ksi 50 Page 6/6 - Size W14X22 Size HSS6X6X3 /8 Size HSS8X8X1/2 Size W14X43 Size HSS8X8X1/2 Size W14X22 Size HSS6X6X3 /8 Size HSS8X8X1/2 Size W14X43 r # r s f r r I r t f RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Frame #1: Sty Jnt# Element Side Loc. 1 7 Web Plate Stiffener All Both 1 6 Web Plate Stiffener All Both Joint Code Check Summary Dimensionsan) AISC Provision Not Required Not Required Not Required Not Required 05/14/07 15:50:58 Steel Code: AISC ASD RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Frame #2: Sty Jnt# Element Side Loc. 1 13 Web Plate Stiffener All Both 1 11 Web Plate Stiffener All Both Joint Code Check Summary DimensionsOn) AISC Provision Not Required Not Required Not Required Not Required Page 2/4 05/14/07 15:50:58 Steel Code: AISC ASD RAM RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Frame #3: Sty Jnt# Element Side Loc. 1 5 Web Plate Stiffener All Both 1 10 Web Plate Stiffener All Both Joint Code Check Summary 1111111 Page 3/4 05/14/07 15:50:58 Steel Code: AISC ASD rig RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC r r f r f I f Joint Code Check Summary Frame #4: Dimensions(in) AISC Provision Sty Jnt# Element Side Loc. Dimensions(in) AISC Provision Not Required 1 8 Web Plate Not Required Not Required Stiffener All Both Not Required Not Required 1 9 Web Plate Not Required Not Required Stiffener All Both Not Required Page 4/4 05/14/07 15:50:58 Steel Code: AISC ASD RAM Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Column Parameters Story: Roof Frame No: 1 Member No: 33 Fy (ksi): 50.00 Size: W14X82 Frame Type: Special Moment Resisting Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone N 2213.5.1 Column Requirements - OK Load Combination Compression: 1.000 D + 0.700 Lp + 2.800 E4 Tension: 0.850 D - 2.800 E4 2213.5.2 Column Splices Load Combination Compression: 1.000 D + 0.700 Lp + 2.800 E4 Tension: 0.850 D - 2.800 E4 2213.5.3 Slenderness Evaluation K can be set to 1.0 if all of the following conditions are met: 1. Column fixed both ends OK 2. Maximum fa (ksi) = 2.41 0.4xFy (ksi) = 20.00 fa<0.4fy All Std. Prov Loads OK 3. Drift meets code requirements Not Performed 2213.7.3 Width - Thickness Ratio - OK For calculation of web limit: P (kip) = 89.30 Flange b/2tf = 5.91 Limit = Web d/tw = 28.04 Limit = 2213.7.7.2 Unrestrained Joint - OK Joint Above Column is Restrained Joint Below Column is Restrained Py (kip) =1200.00 7.00 OK 52.20 OK 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD fa(ksi) Fa(ksi) Result 3.09 26.30 OK 0.20 50.00 OK Force(kip) 74.20 4.87 r a r r i 2213.7.3 Width- Thickness Ratio - OK For calculation of web limit: P (kip) = 77.73 Flange b/2tf = 5.91 Limit = Web d/tw = 28.04 Limit = 2213.7.7.2 Unrestrained Joint - OK Joint Above Column is Restrained Joint Below Column is Restrained Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Column Parameters Story: Roof Frame No: 1 Member No: 34 Fy (ksi): 50.00 Size: W14X82 Frame Type: Special Moment Resisting Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV 2213.5.1 Column Requirements - OK Load Combination Compression: 1.000 D + 0.700 Lp - 2.800 E4 Tension: 0.850 D + 2.800 E4 2213.5.2 Column Splices Load Combination Compression: 1.000 D + 0.700 Lp - 2.800 E4 Tension: 0.850 D + 2.800 E4 2213.53 Slenderness Evaluation K can be set to 1.0 if all of the following conditions are met: 1. Column fixed both ends OK 2. Maximum fa (ksi) = 2.16 0.4xFy (ksi) = 20.00 fa<0.4fy All Std. Prov Loads OK 3. Drift meets code requirements Not Performed Py (kip) =1200.00 7.00 OK 52.98 OK 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD fa(ksi) Fa(ksi) Result 2.86 26.30 OK 0.29 50.00 OK Force(Idp) 68.68 7.00 Page 2/30 ' V \! RAM r Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Beam Parameters Story: Roof Frame No: 1 Member No: 117 Fy (ksi): 50.00 Size: W24X62 Frame Type: Special Moment Resisting Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV 2213.7.3 Width Thickness Ratio - OK FEMA 350 - 2.9.4. For calculation of web limit: Pu (kip) = 0.00 (1)Py (kip) = 823.50 Flange b/tf = 5.97 Limit = 7.35 OK Web h/tw = 49.58 Limit = 73.54 OK 2213.7.8 Beam Bracing - OK FEMA 350 - 2.9.5. Max Lu (in) = 52.37 Lu Limit = 68.65 OK Page 3/30 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD r t f f 4 Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD Column Parameters Story: Roof Frame No: 2 Member No: 26 Fy (ksi): 50.00 Size: W14X82 Frame Type: Special Moment Resisting Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV 2213.5.1 Column Requirements - OK Load Combination fa(ksi) Fa(ksi) Result Compression: 1.000 D+ 0.700 Lp + 2.800 E3 3.14 26.30 OK Tension: 0.850 D - 2.800 E3 0.96 50.00 OK 2213.5.2 Column Splices Load Combination Force(kip) Compression: 1.000 D + 0.700 Lp + 2.800 E3 75.38 Tension: 0.850 D - 2.800 E3 23.11 2213.5.3 Slenderness Evaluation K can be set to 1.0 if all of the following conditions are met: 1. Column fixed both ends OK 2. Maximum fa (ksi) = 2.04 0.4xFy (ksi) = 20.00 fa<0.4fy All Std. Prov Loads OK 3. Drift meets code requirements Not Performed 2213.73 Width - Thickness Ratio - OK For calculation of web limit: P (kip) - 67.54 Py (kip) = 1200.00 Flange b/2tf = 5.91 Limit = 7.00 OK Web d/tw = 28.04 Limit = 53.67 OK 2213.7.7.2 Unrestrained Joint - OK Joint Above Column is Restrained Joint Below Column is Restrained Page 4/30 - RAM 2213.7.7.2 Unrestrained Joint — OK Joint Above Column is Restrained Joint Below Column is Restrained Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Column Parameters Story: Roof Frame No: 2 Member No: 27 Fy (ksi): 50.00 Size: W14X82 Frame Type: Special Moment Resisting Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV 2213.5.1 Column Requirements — OK Load Combination Compression: 1.000 D + 0.700 Lp - 2.800 E3 Tension: No tension on column 2213.5.2 Column Splices Load Combination Force(kip) Compression: 1.000 D + 0.700 Lp - 2.800 E3 122.09 Tension: No tension on column 2213.5.3 Slenderness Evaluation K can be set to 1.0 if all of the following conditions are met 1. Column fixed both ends OK 2. Maximum fa (ksi) = 4.20 0.4xFy (ksi) = 20.00 fa<0.4fy All Std. Prov Loads OK 3. Drift meets code requirements Not Performed 2213.7.3 Width - Thickness Ratio — OK For calculation of web limit: P (kip) = 158.69 Py (ldp) =1200.00 Flange b/2tf = 5.91 Limit = 7.00 OK Web d/tw = 28.04 Limit = 47.48 OK Page 5/30 05/14/0715:50:58 Steel Code: UBC 1997 - ASD fa(ksi) Fa(ksi) Result 5.09 26.30 OK pia 1 1 1 Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Beam Parameters Story Roof Frame No: 2 Fy (ksi): 50.00 Size: W24X62 Frame Type: Special Moment Resisting Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV Member No: 4 2213.73 Width - Thickness Ratio — OK FEMA 350 - 2.9.4. For calculation of web limit Pu (kip) = 0.00 $Py (kip) = 823.50 Flange b/tf = 5.97 Limit = 735 OK Web h/tw = 49.58 Limit = 73.54 OK 2213.7.8 Beam Bracing — OK FEMA 350 - 295. Max Lu (in) = 52.57 Lu Limit = 68.65 OK Page 6/30 - 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD ma RAM 1 ( t Column Parameters Story: Roof Frame No: 3 Member No: 22 Fy (ksi): 50.00 Size: W 14X82 Frame Type: Special Moment Resisting Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV 2213.5.1 Column Requirements - OK Load Combination Compression: 1.000 D + 0.700 Lp - 2.800 E2 Tension: 0.850 D + 2.800 E2 2213.5.2 Column Splices Load Combination Compression: 1.000 D + 0.700 Lp - 2.800 E2 Tension: 0.850 D + 2.800 E2 2213.5.3 Slenderness Evaluation K can be set to 1.0 if all of the following conditions are met: 1. Column fixed both ends OK 2. Maximum fa (ksi) = 1.30 0.4xFy (ksi) = 20.00 fa<0.4fy All Std. Prov Loads OK 3. Drift meets code requirements Not Performed 2213.7.3 Width Thickness Ratio - OK For calculation of web limit: P (kip) = 40.60 Py (kip) =1200.00 Flange b/2tf = 5.91 Limit = 7.00 OK Web d/tw = 28.04 Limit = 55.51 OK 2213.7.7.2 Unrestrained Joint - OK Joint Above Column is Restrained Joint Below Column is Restrained Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC r Page 7/30 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD fa(ksi) Fa(ksi) Result 2.32 26.30 OK 1.11 50.00 OK Force(kip) 55.69 26.69 Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Column Parameters Story: Roof Frame No: 3 Member No: 32 Fy (ksi): 50.00 Size: W14X82 Frame Type: Special Moment Resisting Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV 2213.5.1 Column Requirements - OK Load Combination Compression: 1.000 D + 0.700 Lp + 2.800 E2 Tension: 0.850 D - 2.800 E2 2213.5.2 Column Splices Load Combination Compression: 1.000 D + 0.700 Lp + 2.800 E2 Tension: 0.850 D - 2.800 E2 2213.5.3 Slenderness Evaluation K can be set to 1.0 if all of the following conditions are met 1. Column fixed both ends OK 2. Maximum fa (ksi) = 0.90 0.4xFy (ksi) = 20.00 fa<0.4fy All Std. Prov Loads OK 3. Drift meets code requirements Not Performed 2213.73 Width - Thickness Ratio - OK For calculation of web limit P (kip) = 28.23 Flange b/2tf = 5.91 Limit = Web d/tw = 28.04 limit 2213.7.7.2 Unrestrained Joint - OK Joint Above Column is Restrained Joint Below Column is Restrained r r Py (kip) =1200.00 7.00 OK 56.35 OK 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD fa(ksi) Fa(ksi) Result 1.96 26.30 OK 1.31 50.00 OK Force(Idp) 47.11 31.55 Page 8/30 ' r r r Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Beam Parameters Story: Roof Frame No: 3 Member No: 116 Fy (ksi): 50.00 Size: W24X62 Frame Type: Special Moment Resisting Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV 2213.73 Width - Thickness Ratio - OK FEMA 350 - 2.9.4. For calculation of web limit Pu (kip) = 0.00 4Py (kip) = 823.50 Flange b/tf = 5.97 Limit = 7.35 OK Web h/tw = 49.58 Limit = 73.54 OK 2213.7.8 Beam Bracing - OK FEMA 350 - 2.9.5. Max Lu (in) = 65.88 Lu Limit = 68.65 OK Page 9/30 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD RAM MENViNV ,seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Column Parameters Story: Roof Frame No: 4 Member No: 20 Fy (ksi): 50.00 Size: W14X82 Frame Type: Special Moment Resisting Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV 22133.1 Column Requirements - OK Load Combination Compression: 1.000 D + 0.700 Lp - 2.800 El Tension: 0.850 D + 2.800 El 22135.2 Column Splices Load Combination Compression: 1.000 D + 0.700 Lp - 2.800 El Tension: 0.850 D + 2.800 El 221333 Slenderness Evaluation K can be set to 1.0 if all of the following conditions are met 1. Column fixed both ends OK 2. Maximum fa (ksi) = 1.59 0.4xFy (ksi) = 20.00 fa<0.4fy All Std. Prov Loads OK 3. Drift meets code requirements Not Performed 2213.73 Width - Thickness Ratio - OK For calculation of web limit P (kip) = 51.34 Py (kip) = 1200.00 Flange b/2tf = 5.91 Limit = 7.00 OK Web d/tw = 28.04 Limit = 54.78 OK 2213.7.7.2 Unrestrained Joint - OK Joint Above Column is Restrained Joint Below Column is Restrained Page 10/30 ' 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD fa(ksi) Fa(ksi) Result 2.73 26.30 OK 1.26 50.00 OK Force(klp) 65.64 30.20 r r r r Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Column Parameters Story: Roof Frame No: 4 Member No: 21 Fy (ksi): 50.00 Size: W14X82 Frame Type: Special Moment Resisting Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV 2213.5.1 Column Requirements - OK Load Combination Compression: 1.000 D + 0.700 Lp + 2.800 El Tension: 0.850 D - 2.800 El 2213.5.2 Column Splices Load Combination Compression: 1.000 D + 0.700 Lp + 2.800 El Tension: 0.850 D - 2.800 El 2213.5.3 Slenderness Evaluation K can be set to 1.0 if all of the following conditions are met: 1. Column fixed both ends OK 2. Maximum fa (ksi) - 0.94 0.4xFy (ksi) = 20.00 fa<0.4fy All Std. Prov Loads OK 3. Drift meets code requirements Not Performed 2213.7.3 Width Thickness Ratio - OK For calculation of web limit: P (kip) = 29.38 Py (kip) = 1200.00 Flange b/2tf = 5.91 Limit = 7.00 OK Web d/tw = 28.04 Limit = 56.27 OK 2213.7.7.2 Unrestrained Joint - OK Joint Above Column is Restrained Joint Below Column is Restrained Page 11/30 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD fa(ksi) Fa(ksi) Result 2.14 26.30 OK 1.46 50.00 OK Force(Idp) 51.32 35.15 r f I Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Beam Parameters Story: Roof Frame No: 4 Fy (ksi): 50.00 Size: W24X62 Frame Type: Special Moment Resisting Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV Member No: 1 2213.73 Width- Thickness Ratio - OK FEMA 350 - 2.9.4. For calculation of web limit: Pu (kip) = 0.00 4iPy (kip) = 823.50 Flange b/tf = 5.97 Limit = 7.35 OK Web h/tw = 49.58 Limit = 7334 OK 2213.7.8 Beam Bracing - OK FEMA 350 - 2.95. Max Lu (in) = 58.50 Lu Limit = 68.65 OK Page 12/30 - 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD C [ T r t r r RAM Column Parameters Story: HighRoof Frame No: 5 Member No: 3 Fy (ksi): 46.00 Size: HSS8X8X1/2 Frame Type: Special Concentrically Braced Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV 2213.5.1 Column Requirements — OK Load Combination Compression: 1.000 D + 0.700 Lp - 2.800 El Tension: 0.850 D + 2.800 El 2213.5.2 Column Splices Load Combination Compression: 1.000 D+ 0.700 Lp - 2.800 El Tension: 0.850 D + 2.800 El 2213.9.5 Columns Width - Thickness Ratio — OK Flange b/tf = 14.20 Limit = Web d/tw = 14.20 Limit = 16.22 OK 16.22 OK Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD Force(ldp) 9.44 3.18 r fa(ksi) Fa(ksi) Result 0.70 40.86 OK 0.24 46.00 OK Page 13/30 r Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: 113C Beam Parameters Story: HighRoof Frame No: 5 Fy (ksi): 50.00 Size: W14X22 Frame Type: Special Concentrically Braced Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV No Special Seismic Provision Checks Required For This Member Member No: 1 Page 14/30 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD r r r [ r Seismic Provisions Member CodeSheck RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Brace Parameters Story: HighRoof Frame No: 5 Member No: 1 Fy (ksi): 46.00 Size: HSS6X6X3 /8 Frame Type: Special Concentrically Braced Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV 2213.9.2.1 Slenderness — OK Max kl/r = 87.72 kl/r limit = 147.44 OK 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD 2213.9.2.2 Lateral -Force Distribution — Additional Check Required This provision not attempted. User specified not to use frame numbers to designate a line of bracing. 2213.9.2.4 Compression Elements in Braces — OK No compression on brace 2213.9.3.1 Bracing Connection Forces Brace connections shall have the Ito resist the least of the following: 1. Axial tension strength (kip) = 348.68 2. Max axial force from Load Combination:1.13 D + 0.75 Lp - 2.80 E4 = 11.45 (kip) 3. The maximum force that can be transferred to the brace by the system. Brace connections shall also meet standard provision specifications. Refer to 2213.9.3.1 Page 15/30 r F RPI 1 f I Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Beam Parameters Story: Roof Frame No: 5 Member No: 33 Fy (ksi): 50.00 Size: W14X43 Frame Type: Special Concentrically Braced Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV No Special Seismic Provision Checks Required For This Member Page 16/30 - 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD r r r r r r r RAM Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Column Parameters Story: HighRoof Frame No: 6 Member No: 4 Fy (ksi): 46.00 Size: HSS8X8X1/2 Frame Type: Special Concentrically Braced Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV 2213.5.1 Column Requirements — OK Load Combination Compression: 1.000 D + 0.700 Lp - 2.800 E4 Tension: No tension on column 2213.5.2 Column Splices Load Combination Compression: 1.000 D + 0.700 Lp - 2.800 E4 Tension: No tension on column 2213.9.5 Columns Width - Thickness Ratio — OK Flange b/tf = 14.20 Limit = Web d/tw = 14.20 Limit = 16.22 OK 16.22 OK Page 17/30 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD fa(ksi) Fa(ksi) Result 1.08 40.86 OK Force(kip) 14.59 r r r r I i f i Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Beam Parameters Story: HighRoof Frame No: 6 Fy (ksi): 50.00 Size: W14X22 Frame Type: Special Concentrically Braced Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV No Special Seismic Provision Checks Required For This Member Member No: 2 Page 18/30 - 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD r r r r r r fil RAM Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Brace Parameters Story: HighRoof Frame No: 6 Member No: 2 Fy (ksi): 46.00 Size: HSS6X6X3 /8 Frame Type: Special Concentrically Braced Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone N 2213.9.2.1 Slenderness — OK Max kl/r = 86.76 kl/r limit = 147.44 OK 2213.9.2.2 Lateral -Force Distribution — Additional Check Required This provision not attempted. User specified not to use frame numbers to designate a line of bracing. 2213.9.2.4 Compression Elements in Braces — OK Flange b/tf = 14.19 Limit = 16.22 OK Web d/tw a 14.19 Limit = 16.22 OK 2213.9.3.1 Bracing Connection Forces Brace connections shall have the gtreneth to resist the least of the following: 1. Axial tension strength (kip) = 348.68 2. Max axial force from Load Combination:1.13 D + 0.75 Lp - 2.80 E2 = 14.56 (kip) 3. The maximum force that can be transferred to the brace by the system. Brace connections shall also meet standard provision specifications. Refer to 2213.9.3.1 Page 19/30 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD RAM r Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Beam Parameters Story: Roof Frame No: 6 Member No: 32 Fy (ksi): 50.00 Size: W14X43 Frame Type: Special Concentrically Braced Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV No Special Seismic Provision Checks Required For This Member I f f Page 20/30 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD r r r r r Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Column Parameters Story: HighRoof Frame No: 7 Member No: 1 Fy (ksi): 46.00 Size: HSS8X8X1/2 Frame Type: Special Concentrically Braced Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV 2213.5.1 Column Requirements — OK Load Combination Compression: 1.000 D + 0.700 Lp + 2.800 E2 Tension: 0.850 D - 2.800 E2 2213.5.2 Column Splices Load Combination Compression: 1.000 D + 0.700 Lp + 2.800 E2 Tension: 0.850 D - 2.800 E2 2213.9.5 Columns Width - Thickness Ratio — OK Flange b/tf = 14.20 Limit = 16.22 OK Web dim = 14.20 Limit = 16.22 OK Force(idp) 12.48 2.78 r fa(ksi) Fa(ksi) Result 0.92 18.14 OK 0.21 46.00 OK Page 21/30 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD r i I i Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Beam Parameters Story: HighRoof Frame No: 7 Fy (ksi): 50.00 Size: W14X22 Frame Type: Special Concentrically Braced Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV No Special Seismic Provision Checks Required For This Member Member No: 3 Page 22/30 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD r r r r r Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Brace Parameters Story: HighRoof Frame No: 7 Member No: 3 Fy (ksi): 46.00 Size: HSS6X6X3 /8 Frame Type: Special Concentrically Braced Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone N 2213.9.2.1 Slenderness — OK Max kl/r = 87.72 kl/r limit = 147.44 OK 2213.9.2.2 Lateral -Force Distribution — Additional Check Required This provision not attempted. User specified not to use frame numbers to designate a line of bracing. 2213.9.2.4 Compression Elements in Braces — OK Flange b/tf = 14.19 Limit = 16.22 OK Web d/tw = 14.19 Limit = 16.22 OK 2213.9.3.1 Bracing Connection Forces Brace connections shall have the strength to resist the least of the following: 1. Axial tension strength (kip) = 348.68 2. Max axial force from Load Combination:1.13 D + 0.75 Lp + 2.80 E3 = 22.98 (kip) 3. The maximum force that can be transferred to the brace by the system. Brace connections shall also meet standard provision specifications. Refer to 2213.9.3.1 Page 23/30 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD RA II 1 /' Si - ►!.'u St I RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC r r r r Column Parameters Story: Roof Frame No: 7 Member No: 18 Fy (ksi): 46.00 Size: HSS8X8X1/2 Frame Type: Special Concentrically Braced Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone N 2213.5.1 Column Requirements — OK Load Combination Compression: 1.000 D + 0.7001 .p - 2.800 E3 Tension: 0.850 D + 2.800 E3 2213.5.2 Column Splices Load Combination Compression: 1.000 D + 0.700 Lp - 2.800 E3 Tension: 0.850 D + 2.800 E3 2213.9.5 Columns Width - Thickness Ratio — OK Flange b/tf = 14.20 Limit = Web d/tw = 14.20 Limit = 16.22 OK 16.22 OK 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD fa(ksi) Fa(ksi) Result 1.84 10.20 OK 0.18 46.00 OK Force(klp) 24.90 2.46 Page 24/30 r r r r RAM MEfWK]N4 Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Beam Parameters Story: Roof Frame No: 7 Member No: 6 Fy (ksi): 50.00 Size: W14X43 Frame Type: Special Concentrically Braced Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV No Special Seismic Provision Checks Required For This Member Page 25/30 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD F Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Column Parameters Story: HighRoof Frame No: 8 Member No: 2 Fy (ksi): 46.00 Size: HSS8X8X12 Frame Type: Special Concentrically Braced Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV 2213.5.1 Column Requirements — OK Load Combination Compression: 1.000 D + 0.700 Lp + 2.800 E3 Tension: 0.850 D - 2.800 E3 2213.5.2 Column Splices Load Combination Compression: 1.000 D + 0.700 Lp + 2.800 E3 Tension: 0.850 D - 2.800 E3 2213.9.5 Columns Width - Thickness Ratio — OK Flange b/tf = 14.20 Limit = Web d/tw = 14.20 Limit - 16.22 OK 16.22 OK Page 26/30 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD fa(ksi) Fa(ksi) Result 1.59 18.14 OK 0.25 46.00 OK Force(ldp) 21.47 3.42 r r r f r RAM Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Beam Parameters Story: HighRoof Frame No: 8 Member No: 4 Fy (ksi): 50.00 Size: W 14X22 Frame Type: Special Concentrically Braced Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV No Special Seismic Provision Checks Required For This Member Page 27/30 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD r r r ARM ME Seismic Provisions Member Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC [ r w 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD Brace Parameters Story: HighRoof Frame No: 8 Member No: 4 Fy (ksi): 46.00 Size: HSS6X6X3 /8 Frame Type: Special Concentrically Braced Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV 2213.9.2.1 Slenderness — OK Max kl/r = 86.76 kl/r limit = 147.44 OK 2213.9.2.2 Lateral -Force Distribution — Additional Check Required This provision not attempted. User specified not to use frame numbers to designate a line of bracing. 2213.9.2.4 Compression Elements in Braces — OK Flange b/tf = 14.19 Limit = 16.22 OK Web d/tw = 14.19 Limit = 16.22 OK 2213.9.3.1 Bracing Connection Forces Brace connections shall have the strrn¢th to resist the least of the following: 1. Axial tension strength (lip) = 348.68 2. Max axial force from Load Combination:1.13 D + 0.75 Lp + 2.80 El = 17.21 (kip) 3. The maximum force that can be transferred to the brace by the system. Brace connections shall also meet standard provision specifications. Refer to 2213.9.3.1 Page 28/30 r r Fil RAM ME tl NtK r 1 t ' RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Column Parameters Story: Roof Frame No: 8 Member No: 19 Fy (ksi): 46.00 Size: HSS8X8X1/2 Frame Type: Special Concentrically Braced Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV 2213.5.1 Column Requirements — OK Load Combination Compression: 1.000 D + 0.700 Lp + 2.800 E3 Tension: No tension on column 22135.2 Column Splices Load Combination Compression: 1.000 D + 0.700 Lp + 2.800 E3 Tension: No tension on column 2213.95 Columns Width - Thickness Ratio — OK Flange b/tf = 14.20 Limit = 16.22 OK Web d/tw = 14.20 Limit = 16.22 OK fa(ksi) Fa(ksi) Result 2.69 10.20 OK Force(kip) 36.29 Page 29/30 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD r fir ii‘ u• iir• It' RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Beam Parameters Story: Roof Frame No: 8 Fy (ksi): 50.00 Size: W14X43 Frame Type: Special Concentrically Braced Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV No Special Seismic Provision Checks Required For This Member r 5 s Member No: 5 Page 30/30 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD MM r r r r r r r - r r r r r r r i seismic Provisions Joint Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Joint Parameters Story: Roof Frame No: 1 Joint No: 7 Fy (ksi): 50.00 Column Size: W14X82 Joint Frame Type: Special Moment Resisting Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone N 2213.7.1.1 Required Strength The girder -to -column connection shall be adequate to develop lesser of Mp and Mpz: Bm Size ColSide Ms (kip -ft) Mpz (kip -ft) 117 W24X62 Flange 705.83 711.59 Ms = Beam Moment Capacity. Mpz = Moment Corresponding to Panel Zone Strength 2213.7.2.1 Panel Zone Strength - OK With Web Plate / Stiffeners FEMA 350 - 2.9.3. Bm. Size Bf.Red. (in) Ze (in') Cpr 117 W24X62 0.000 154.00 1.10 Bm. Mpr (kip -ft) Cy x+dc/2(in) Mc (kip -ft) 117 776.42 0.78 7.151 825.42 Average height of story above and below (in) = 120.00 E(Cy Mc (h - db) / h) / (db - tf) (kip) = 267.30 Panel Zone Strength Without Web Plate (kip) = 216.60 NG Web Plate Reqd Thickness (in)... 0.166 Web Plate Thickness Used (in) = 0.500 Panel Zone Strength With Web Plate (kip) = 369.50 OK 2213.7.2.2 Panel Zone Thickness - OK No plug welds specified so both column and web plate must meet Equation 13 -2 dz (in) = 22.520 Wz (in) = 12.590 Column web thickness reqd (in) = 0.390 Thickness provided = 0.510 OK Web PL thickness reqd (in) = 0.390 Thickness provided = 0.500 OK 2213.7.4 Continuity Plates - OK With Web Plate / Stiffeners FEMA 350 - 333.1 Side Side B Side Side B Side B Flange Col FL Reqd (in) Col FL Prov (in) Top 1.173 0.855 Bottom 1.173 0.855 Flange PL (LxW:T) (in) Top 12.590 x 3.375 x 0.375 Bottom 12.590 x 3.375 x 0.375 2213.7.5 Strength Ratio V FEMA 350 - 2.9.1. Col. Size Bot W14X82 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD 1.10 VP (kip) 82.23 Stiffen Yes Yes RY Combo# M *pc (kip -ft) Zc (in') Pu (kiP) 551.25 139.00 57.85 78 Seismic Provisions Joint Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD VP (kip) 82.23 Bm. Size Mc (kip -ft) Mpr (kip -ft) x+dc/2 (in) 117 W24X62 825.42 776.42 7.15 EM*pc = EZc(Fyc- Pu/Ag) (kip -ft) = 55125 EMc (kip -ft) = 825.42 EM•pc/ E Mc (Eqn 9-3) = 0.67 <=1.0 NG Eqn 13 -3 -2: EZc(Fyc -fa) / 125E Mpz = 0.62 <1.0 NG Exception to 2213.7,E Column is compact per 2213.7.3 beam limitations OK , AND Column must conform to any rp�r of 1, 2 or 3 below Maximum fa (ksi) = 2.41 SW. prov. load combination number 78 1. fa<0.4fy All Std. Prov Loads OK ,,`� 1.1 Top Lateral Story of Building a AND 1.1 Period of building = 0.86 (s) 1.7 OK , OR 1.2 Story shear limits - Not Performed, OR 1.3 Ignore third stress increase - Not Performed 2. Ratio story shear capacities joint story /story above joint (in column direction)= 0.94 NG Shear Capacity of all lateral columns at joint level in direction of column (kip) = 1458.6 Shear Capacity of all lateral columns above joint level in direction of column (kip) = 1369.0 3. Column not included in the design to resist code required shear - Not Performed 2213.7.7.1 Restrained Joint - OK FEMA 350 - 2.9.2. Joint is restrained in the minor axis at both the top and bottom flange of the moment-frame beams. Note! RAM Frame assumes that a beam framing into the minor axis of the joint, braces the column at the elevation of both top and bottom flange of the girders connected to the flanges of the column. t47 of . '*-f S i P - rWfrct'i 127t•lo'r rfcze>t'M TItiv P o W(61 -tilt 9r %crirTItt, To Page 2/16 r r r Fr RAM Joint Parameters Story: Roof Frame No: 1 Joint No: 6 Fy (ksi): 50.00 Column Size: W14X82 Joint Frame Type: Special Moment Resisting Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV 2213.7.1.1 Required Strength The girder -to- column connection shall be adequate to develop lesser of Mp and Mpz: Bm Size ColSide Ms (kip -ft) Mpz (kip -ft) 117 W24X62 Flange 705.83 711.59 Ms = Beam Moment Capacity. Mpz = Moment Corresponding to Panel Zone Strength 2213.7.2.1 Panel Zone Strength - OK With Web Plate / Stiffeners FEMA 350 - 2.93. Bm. Size Bf.Red. (in) Ze (in') Cpr Ry 117 W24X62 0.000 154.00 1.10 1.10 Bm. Mpr (kip -ft) Cy x+dc12(In) Mc (klp -ft) Vp (kip) 117 776.42 0.78 7.150 823.83 79.57 Average height of story above and below (in) = 120.00 E(CyMc(h- db) /h) /(db- tf)(kip)= 266.78 Panel Zone Strength Without Web Plate (kip) = 216.60 NG Web Plate Reqd Thickness (in) = 0.164 Web Plate Thickness Used (in) = 0.500 Panel Zone Strength With Web Plate (kip) - 369.50 OK 2213.7.2.2 Panel Zone Thickness - OK No plug welds specified so both column and web plate must meet Equation 13 -2 dz (in) = 22.520 Wz (in) = 12.590 Column web thickness reqd (in) = 0.390 Thickness provided = 0.510 OK Web PL thickness read (in) = 0.390 Thickness provided = 0.500 OK 2213.7.4 Continuity Plates - OK With Web Plate / Stiffeners FEMA 350 - 333.1 Side Side A Side Side A Side A Seismic Proyjsions Joint Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Flange Top Bottom Flange Top Bottom 2213.7.5 Strength Ratio - NG FEMA 350 - 2.9.1. Col. Size Bot W14X82 Col FL Reqd (in) Col FL Prov (in) 1.173 0.855 1.173 0.855 PL (LxW:T) (in) 12.590 x 3.375 x 0.375 12.590 x 3375 x 0.375 M *pc (kip-ft) Ze M') Pu (kip) 554.17 139.00 51.80 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD Stiffen Yes Yes Combo# 82 I r r Page 3/16 MM Seismic_Provisions Joint Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC r r r Page 4/16 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD Bm. Size Mc (kip -ft) Mpr (kip -ft) x+dc/2 (in) Vp (kip) 117 W24X62 823.83 776.42 7.15 79.57 EM•pc = EZc(Fyc- Pu/Ag) (kip -ft) = 554.17 EMc (kip -ft) = 823.83 EM*pc/EMc (Eqn 9 -3)= 0.67<=1.0N0 Eqn 13 -3 -2: EZc(Fyc -fa) / 1.25E Mpz = 0.62 <1.0 NG Exception to 2213.7.5 Column is compact per 2213.7.3 beam limitations OK , AND Column must conform to any gnof 1, 2 or 3 below: Maximum fa (ksi) = 2.16 Std. prov. load combination number 82 1. fa<0.4fy All SW. Prov Loads OK , AND 1.1 Top Lateral Story of Building NG , AND 1.1 Period of building = 0.86 (s) >0.7 OK , OR 1.2 Story shear limits - Not Performed, OR 1.3 Ignore third stress increase - Not Performed 2. Ratio story shear capacities joint story/story above joint (in column direction)= 0.94 NG Shear Capacity of all lateral columns at joint level in direction of column (kip) = 1458.6 Shear Capacity of all lateral columns above joint level in direction of column (kip) = 1369.0 3. Column not included in the design to resist code required shear - Not Performed 2213.7.7.1 Restrained Joint - OK FEMA 350 - 2.9.2. Joint is restrained in the minor axis at both the top and bottom flange of the moment-frame beams. Note! RAM Frame assumes that a beam framing into the minor axis of the joint, braces the column at the elevation of both top and bottom flange of the girders connected to the flanges of the column. r r r r r r r Seismic Provisions Joint Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Joint Parameters Story: Roof Frame No: 2 Joint No: 13 Fy (ksi): 50.00 Column Size: W14X82 Joint Frame Type: Special Moment Resisting Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone N 2213.7.1.1 Required Strength The girder -to- column connection shall be adequate to develop lesser of Mp and Mpz: Bm Size ColSide Ms (kip -ft) Mpz (kip -ft) 4 W24X62 Flange 705.83 711.59 Ms = Beam Moment Capacity. Mpz = Moment Corresponding to Panel Zone Strength 2213.7.2.1 Panel Zone Strength - OK With Web Plate / Stiffeners FEMA 350 - 2.9.3. Bm. Size Bf.Red. (in) Ze (in') Cpr Ry 4 W24X62 0.000 154.00 1.10 1.10 Bm. Mpr (kip -ft) Cy x+dc/2(in) Mc (kip-ft) Vp (kip) 4 776.42 0.78 7.151 831.73 92.82 Average height of story above and below (in) = 120.00 E(CyMc(h- db) /h) /(db- tf)(kip)= 269.34 Panel Zone Strength Without Web Plate (kip) = 216.60 NG Web Plate Reqd Thickness (in) = 0.172 Web Plate Thickness Used (in) = 0.500 Panel Zone Strength With Web Plate (kip) = 369.50 OK 2213.7.2.2 Panel Zone Thickness - OK No plug welds specified so both column and web plate must meet Equation 13 -2 dz (in) = 22.520 Wz (in) = 12.590 Column web thickness reqd (in) = 0.390 Thickness provided = 0.510 OK Web PL thickness reqd (in) = 0.390 Thickness provided = 0.500 OK 2213.7.4 Continuity Plates - OK With Web Plate / Stiffeners FEMA 350 - 33.3.1 Side Flange Col FL Reqd (in) Col FL Prov (In) Stiffen Side B Top 1.173 0.855 Yes Bottom 1.173 0.855 Yes Side Flange PL (LxWxT) (in) Side B Top 12.590 x 3.375 x 0.375 Side B Bottom 12.590 x 3.375 x 0.375 2213.7.5 Strength Ratio - NG FEMA 350 - 2.9.1. Col. Size M *pc (kip -ft) Zc (in') Pu (kip) Combo# Bot W14X82 555.58 139.00 48.87 77 Page 5/16 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD Seismic Provisions Joint Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC r r r s Page 6/16 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD Bm. Size Mc (kip -ft) Mpr (kip -ft) x+dcJ2 (in) Vp (kip) 4 W24X62 831.73 776.42 7.15 92.82 EM*pc = EZc(Fyc- Pu/Ag) (kip -ft) = 555.58 !Mc (lip -ft) = 831.73 EM*pc/ E Mc (Eqn 9-3) = 0.67 « 1.0 NG Eqn 13 -3 -2: EZc(Fyc -fa) / 1.25E Mpz = 0.62 <1.0 NG Ex tlon to 221175 Column is compact per 2213.7.3 beam limitations OK , AND Column must conform to any ong,of 1, 2 or 3 below: Maximum fa (ksi) = 2.04 Std. prov. load combination number 77 1. fa<0.4fy All Std. Prov Loads OK , AND 1.1 Top Lateral Story of Building NG , AND 1.1 Period of building = 0.86 (s) >0.7 OK , OR 1.2 Story shear limits - Not Performed, OR 1.3 Ignore third stress increase - Not Performed 2. Ratio story shear capacities joint story /story above joint (in column direction )= 0.94 NG Shear Capacity of all lateral columns at joint level in direction of column (kip) = 1458.6 Shear Capacity of all lateral columns above joint level in direction of column (kip) = 1369.0 3. Column not included in the design to resist code required shear - Not Performed 2213.7.7.1 Restrained Joint - OK FEMA 350 - 2.9.2. Joint is restrained in the minor axis at both the top and bottom flange of the moment -frame beams. Note! RAM Frame assumes that a beam framing into the minor axis of the joint, braces the column at the elevation of both top and bottom flange of the girders connected to the flanges of the column. r r r r r r r RAM MtYWi[TMl Joint Parameters Story: Roof Frame No: 2 Joint No: 11 Fy (ksi): 50.00 Column Size: W14X82 Joint Frame Type: Special Moment Resisting Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone N 2213.7.1.1 Required Strength The girder -to- column connection shall be adequate to develop lesser of Mp and Mpz: Bm Size ColSide Ms (kip -ft) Mpz (kip -ft) 4 W24X62 Flange 705.83 711.59 Ms = Beam Moment Capacity. Mpz = Moment Corresponding to Panel Zone Strength 2213.7.2.1 Panel Zone Strength - OK With Web Plate / Stiffeners FEMA 350 - 2.9.3. Bm. Size Bf.Red. (In) Ze (in') Cpr Ry 4 W24X62 0.000 154.00 1.10 1.10 Bm. Mpr (kip -ft) Cy x+dc/20n) Mc (kip -ft) Vp (kip) 4 776.42 0.78 7.150 828.72 87.79 Average height of story above and below (in) = 120.00 E(CyMc(h- db) /h) /(db- tf)(kip)= 268.37 Panel Zone Strength Without Web Plate (kip) = 216.60 NG Web Plate Reqd Thickness (in) = 0.169 Web Plate Thickness Used (in) = 0.500 Panel Zone Strength With Web Plate (kip) = 369.50 OK 2213.7.2.2 Panel Zone Thickness - OK No plug welds specified so both column and web plate must meet Equation 13 -2 dz (in) = 22.520 Wz (in) = 12.590 Column web thickness read (in) = 0.390 Thickness provided = 0.510 OK Web PL thickness reqd (in) = 0.390 Thickness provided = 0.500 OK 2213.7.4 Continuity Plates - OK With Web Plate / Stiffeners FEMA 350 - 333.1 Side Side A Side Side A Side A Seismic Provisions Jointcodeheck RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Flange Top Bottom Flange Top Bottom Col FL Reqd (in) Col FL Prov (in) 1.173 0.855 1.173 0.855 PL (LxWxT) (in) 12.590 x 3.375 x 0.375 12.590 x 3.375 x 0.375 Stiffen Yes Yes 2213.7.5 Strength Ratio - NG FEMA 350 - 2.9.1. Col. Size M *pc (kip -ft) Zc (in') Pu (kip) Combo# Bot W14X82 530.47 139.00 100.89 81 Page 7/16 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD r r r r r r Fil RAM Seismic Provisions Joint Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Page 8/16 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD Bm. Size Mc (kip -ft) Mpr (kip -ft) x+dc/2 (in) Vp (kip) 4 W24X62 828.72 776.42 7.15 87.79 EM*pc = ZZc(Fync- Pu/Ag) (kip -ft) = 530.47 EMc (kip -ft) = 828.72 EM*pc/EMc(Egn9 -3)= 0.64 1.0 NG Eqn 13 -3 -2: EZc(Fyc -fa) / 1.25E Mpz = 0.60 <1.0 NG Exception to 2213.75 Column is compact per 2213.7.3 beam limitations OK , AND Column must conform to any piof 1, 2 or 3 below: Maximum fa (ksi) = 4.20 Std prov. load combination number 81 1. fa<0.4fy All Std. Prov Loads OK , AND 1.1 Top Lateral Story of Building NG , AND 1.1 Period of building = 0.86 (s) >0.7 OK , OR 1.2 Story shear limits - Not Perfonned, OR 1.3 Ignore third stress increase - Not Performed 2. Ratio story shear capacities joint story/story above joint (in column direction)= 0.94 NG Shear Capacity of all lateral columns at joint level in direction of column (kip) = 1458.6 Shear Capacity of all lateral columns above joint level in direction of column (kip) = 1369.0 3. Column not included in the design to resist code required shear - Not Performed 2213.7.7.1 Restrained Joint - OK FEMA 350 - 2.9.2. Joint is restrained in the minor axis at both the top and bottom flange of the moment -frame beams. r r r r r r r RAM 2213.7.5 Strength Ratio - OK FEMA 350 - 2.9.1. Col. Size Bot W14X82 M *pc (kip -ft) 564.09 Seismic Provisions Joint Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Joint Parameters Story: Roof Frame No: 3 Joint No: 5 Fy (ksi): 50.00 Column Size: W14X82 Joint Frame Type: Special Moment Resisting Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV 2213.7.1.1 Required Strength The girder-to-column connection shall be adequate to develop lesser of Mp and Mpz: Bm Size ColSide Ms (kip -ft) Mpz (kip -ft) 116 W24X62 Flange 705.83 711.59 Ms = Beam Moment Capacity. Mpz = Moment Corresponding to Panel Zone Strength 2213.7.2.1 Panel Zone Strength - OK With Web Plate / Stiffeners FEMA 350 - 2.93. Bm. Size Bf.Red. (in) Ze (in') Cpr Ry 116 W24X62 0.000 154.00 1.10 1.10 Bm. Mpr (kip -ft) Cy x+dc/2(1n) Mc (kip -ft) Vp (kip) 116 776.42 0.78 7.150 822.60 77.51 Average height of story above and below (in) = 120.00 E(CyMc(h- db) /h) /(db- tf)(kip)= 266.38 Panel Zone Strength Without Web Plate (kip) = 216.60 NG Web Plate Reqd Thickness (in) = 0.163 Web Plate Thickness Used (in) = 0.500 Panel Zone Strength With Web Plate (kip) = 369.50 OK 2213.7.2.2 Panel Zone Thickness - OK No plug welds specified so both column and web plate must meet Equation 13 -2 dz (in) = 22.520 Wz (in) = 12.590 Column web thickness regd (in) = 0.390 Thickness provided = 0.510 OK Web PL thickness reqd (in) = 0.390 Thickness provided = 0.500 OK 2213.7.4 Continuity Plates - OK With Web Plate / Stiffeners FEMA 350 - 333.1 Side Flange Col FL Reqd (in) Col FL Prov (in) Stiffen Side A Top 1.173 0.855 Yes Bottom 1.173 0.855 Yes Side Flange PL (LxWxT) (in) Side A Top 12.590 x 3.375 x 0.375 Side A Bottom 12.590 x 3.375 x 0.375 Zc (in') Pu (kip) Combo# 139.00 31.23 80 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD S l e e Page 9/16 Seismic Provisions Joint Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC r r i Page 10/16 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD Bm. Size Mc (kip -ft) Mpr (kip -ft) x+dc/2 (in) Vp (kip) 116 W24X62 822.60 776.42 7.15 77.51 EM*pc = EZc(Fyc- Pu/Ag) (kip -ft) = 564.09 EMc (kip -ft) = 822.60 EM*pc/ E Mc (Eqn 9 -3) = 0.69 <= 1.0 NG Eqn 13 -3 -2: EZc(Fyc -fa) / 1.25E Mpz = 0.63 <1.0 NG Exception to 2213.7, Column is compact per 2213.7.3 beam limitations OK , AND Column must conform to any one of 1, 2 or 3 below: Maximum fa (ksi) = 1.30 Std. prov. load combination number 80 1. fa<0.4fy All Std. Prov Loads OK , AND 1.1 Top Lateral Story of Building NG , AND 1.1 Period of building = 0.84 (s) >0.7 OK , OR 1.2 Story shear limits - Not Performed, OR 1.3 Ignore third stress increase - Not Performed 2. Ratio story shear capacities joint story /story above joint (in column direction)= 0.00 OK Shear Capacity of all lateral columns at joint level in direction of column (kip) = 2143.1 Shear Capacity of all lateral columns above joint level in direction of column (kip) = 0.0 3. Column not included in the design to resist code required shear - Not Performed 2213.7.7.1 Restrained Joint - OK FEMA 350 - 2.9.2. Joint is restrained in the minor axis at both the top and bottom flange of the moment -frame beams. Note! RAM Frame assumes that a beam framing into the minor axis of the joint, braces the column at the elevation of both top and bottom flange of the girders connected to the flanges of the column. r r r r r r r r RAM Seismic Provisions Joint Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Joint Parameters Story: Roof Frame No: 3 Joint No: 10 Fy (ksi): 50.00 Column Size: W14X82 Joint Frame Type: Special Moment Resisting Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone N 2213.7.1.1 Required Strength The girder -to- column connection shall be adequate to develop lesser of Mp and Mpz: Bm Size ColSide Ms (kip -ft) Mpz (kip -ft) 116 W24X62 Flange 705.83 711.59 Ms = Beam Moment Capacity. Mpz = Moment Corresponding to Panel Zone Strength 2213.7.2.1 Panel Zone Strength - OK With Web Plate / Stiffeners FEMA 350 - 2.93. Bm. Size BLRed. (in) Ze (in') Cpr Ry 116 W24X62 0.000 154.00 1.10 1.10 Bm. Mpr (kip -ft) Cy x+dc/2(in) Mc (kip -ft) Vp (kip) 116 776.42 0.78 7.151 822.61 77.51 Average height of story above and below (in) = 120.00 E(CyMc(h- db) /h) /(db- tf)(kip)= 266.39 Panel Zone Strength Without Web Plate (kip) = 216.60 NG Web Plate Reqd Thickness (in) = 0.163 Web Plate Thickness Used (in) = 0.500 Panel Zone Strength With Web Plate (kip) = 369.50 OK 2213.7.2.2 Panel Zone Thickness - OK No plug welds specified so both column and web plate must meet Equation 13 -2 dz (in) = 22.520 Wz (in) = 12.590 Column web thickness reqd (in) = 0.390 Thickness provided = 0.510 OK Web PL thickness reqd (in) = 0.390 Thickness provided = 0.500 OK 2213.7.4 Continuity Plates - OK With Web Plate / Stiffeners FEMA 350 - 333.1 Side Flange Col FL Reqd (in) Col FL Prov (in) Stiffen Side B Top 1.173 0.855 Yes Bottom 1.173 0.855 Yes Side Flange PL (LxWxT) (in) Side B Top 12.590 x 3.375 x 0.375 Side B Bottom 12.590 x 3.375 x 0.375 2213.7.5 Strength Ratio - OK FEMA 350 - 2.9.1. Col. Size Bot W14X82 M *pc fkiP-ft) Ze (In') Pu (IdP) 568.69 139.00 21.71 Combo# 76 Page 11/16 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD r` r r r r Seismic Provisions Joint Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Page 12/16 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD Bm. Size Mc (kip -ft) Mpr (kip -ft) x+dc/2 (in) Vp (kip) 116 W24X62 822.61 776.42 7.15 77.51 EM" pc - EZc(Fyc- Pu/Ag) (kip -ft) = 568.69 EMc (kip -ft) = 822.61 EM*pc/ E Mc (Eqn 9-3) - 0.69 <-1.0 NG Eqn 13 -3 -2: EZc(Fyc -fa) / 1.25E Mpz = 0.64 <1.0 NG Exception to 2213.75 Column is compact per 2213.7.3 beam limitations OK , AND Column must conform to any Hof 1, 2 or 3 below: Maximum fa (ksi) = 0.90 Std. prov. load combination number 76 1. fa<0.4fy All Std Prov Loads OK , AND 1.1 Top Lateral Story of Building NG , AND 1.1 Period of building = 0.84 (s) >0.7 OK , OR 1.2 Story shear limits - Not Performed, OR 1.3 Ignore third stress increase - Not Performed 2. Ratio story shear capacities joint story /story above joint (in column direction)' 0.00 OK Shear Capacity of all lateral columns at joint level in direction of column (kip) - 2143.1 Shear Capacity of all lateral columns above joint level in direction of column (kip) = 0.0 3. Column not included in the design to resist code required shear - Not Performed 2213.7.7.1 Restrained Joint - OK FEMA 350 - 2.9.2. Joint is restrained in the minor axis at both the top and bottom flange of the moment-frame beams. Note! RAM Frame assumes that a beam framing into the minor axis of the joint, braces the column at the elevation of both top and bottom flange of the girders connected to the flanges of the column. r r r r r r r IWM 2213.7.5 Strength Ratio - OK FEMA 350 - 2.9.1. Col. Size Bot W14X82 Seismic Provision,4 Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a-SMRF Building Code: IBC Joint Parameters Story: Roof Frame No: 4 Joint No: 8 Fy (ksi): 50.00 Column Size: W14X82 Joint Frame Type: Special Moment Resisting Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV 2213.7.1.1 Required Strength The girder -to- column connection shall be adequate to develop lesser of Mp and Mpz: Bm Size ColSide Ms (kip -ft) Mpz (kip -ft) 1 W24X62 Flange 705.83 711.59 Ms = Beam Moment Capacity. Mpz = Moment Corresponding to Panel Zone Strength 2213.7.2.1 Panel Zone Strength - OK With Web Plate / Stiffeners FEMA 350 - 2.9.3. Bm. Size Bf.Red. (in) Ze (in') Cpr Ry 1 W24X62 0.000 154.00 1.10 1.10 Bm. Mpr (kip -ft) Cy x+dc/2(In) Mc (kip-ft) Vp (kip) 1 776.42 0.78 7.150 827.95 86.49 Average height of story above and below (in) = 120.00 E(CyMc(h- db) /h) /(db- tf)(kip)= 268.12 Panel Zone Strength Without Web Plate (kip) = 216.60 NG Web Plate Reqd Thickness (in) = 0.168 Web Plate Thickness Used (in) = 0.500 Panel Zone Strength With Web Plate (kip) = 369.50 OK 2213.7.2.2 Panel Zone Thickness - OK No plug welds specified so both column and web plate must meet Equation 13 -2 dz (in) = 22.520 Wz (in) = 12.590 Column web thickness reqd (in) = 0.390 Thickness provided = 0.510 OK Web PL thickness reqd (in) = 0.390 Thickness provided = 0.500 OK 2213.7.4 Continuity Plates - OK With Web Plate / Stiffeners FEMA 350 - 333.1 Side Flange Col FL Reqd (in) Col FL Prov (in) Stiffen Side A Top 1.173 0.855 Yes Bottom 1.173 0.855 Yes Side Flange PL (LxWxT) (in) Side A Top 12.590 x 3.375 x 0.375 Side A Bottom 12.590 x 3.375 x 0.375 M *pc (kip -ft) Zc (in') Pu (kip) Combo# 560.70 139.00 38.27 79 Page 13/16 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD r RAM MLII.Ju'. r r r r r r I Seismic Provisions Joint Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a-SMRF Building Code: IBC 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD Bm. Size Mc (kip -ft) Mpr (kip -ft) x+de/2 (in) Vp (kip) 1 W24X62 827.95 776.42 7.15 86.49 EM*pc = EZc(Fyc- Pu/Ag) (kip -ft) - 560.70 EMc (hip -ft) = 827.95 EM*pc/ E Mc (Eqn 9 -3) = 0.68 <=1.0 NG Eqn 13 -3 -2: EZc(Fyc -fa) / 1.25E Mpz = 0.63 <1.0 NG J+:xception to 2213.7,5 Column is compact per 2213.7.3 beam limitations OK , AND Column must conform to any one of 1, 2 or 3 below: Maximum fa (ksi) = 1.59 Std. prov. load combination number 79 1. fa<0.4fy All Std. Prov Loads OK , AND 1.1 Top lateral Story of Building NG , AND 1.1 Period of building = 0.84 (s) >0.7 OK , OR 1.2 Story shear limits - Not Performed, OR 1.3 Ignore third stress increase - Not Performed 2. Ratio story shear capacities joint story/story above joint (in column direction p 0.00 OK Shear Capacity of all lateral columns at joint level in direction of column (kip) = 2143.1 Shear Capacity of all lateral columns above joint level in direction of column (kip) = 0.0 3. Column not included in the design to resist code required shear - Not Performed 2213.7.7.1 Restrained Joint - OK FEMA 350 - 2.9.2. Joint is restrained in the minor axis at both the top and bottom flange of the moment -frame beams. Page 14/16 r Fil RAM r r Seismic Provisions Joint Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Joint Parameters Story: Roof Frame No: 4 Joint No: 9 Fy (ksi): 50.00 Column Size: W14X82 Joint Frame Type: Special Moment Resisting Frame Criteria Perform FEMA 350 Apply one and two story exceptions where applicable Seismic Zone IV 2213.7.1.1 Required Strength The girder-to- column connection shall be adequate to develop lesser of Mp and Mpz: Bm Size ColSide Ms (kip -ft) Mpz (kip -ft) I W24X62 Flange 705.83 711.59 Ms = Beam Moment Capacity. Mpz = Moment Corresponding to Panel Zone Strength 2213.7.2.1 Panel Zone Strength - OK With Web Plate / Stiffeners FEMA 350 - 2.9.3. Bm. Size Bf.Red. On) Ze (in') Cpr Ry 1 W24X62 0.000 154.00 1.10 1.10 Bm. Mpr (kip -ft) Cy x+dc/2(in) Mc (kip -ft) 1 776.42 0.78 7.151 827.96 Average height of story above and below (in) = 120.00 E(CyMc(h- db) /h) /(db- tf)(Idp)= 268.12 Panel Zone Strength Without Web Plate (kip) = 216.60 NG Web Plate Reqd Thickness (in) = 0.168 Web Plate Thickness Used (in) = 0.500 Panel Zone Strength With Web Plate (kip) = 369.50 OK 2213.7.2.2 Panel Zone Thickness - OK No plug welds specified so both column and web plate must meet Equation 13 -2 dz (in) = 22.520 Wz (in) = 12.590 Column web thickness reqd (in) = 0.390 Thickness provided = 0.510 OK Web PL thickness reqd (in) = 0.390 Thickness provided = 0.500 OK 2213.7.4 Continuity Plates - OK With Web Plate / Stiffeners FEMA 350 - 3.3.3.1 Side Flange Col FL Reqd On) Col FL Prov (in) Stiffen Side B Top 1.173 0.855 Yes Bottom 1.173 0.855 Yes Side Flange PL (LxWxT) (in) Side B Top 12.590 x 3.375 x 0.375 Side B Bottom 12.590 x 3.375 x 0.375 2213.7.5 Strength Ratio - OK FEMA 350 - 2.9.1. Col. Size M *pc (kip -ft) Zc (in') Pu (kip) Combo# Bot W14X82 568.26 139.00 22.60 75 Page 15/16 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD r r r r $ Vp (kip) 2213.7.7.1 Restrained Joint - OK 86.49 FEMA 350 - 2.9.2. Seismic Provisions .j int Code Check RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC 05/14/07 15:50:58 Steel Code: UBC 1997 - ASD Bm. Size Mc (kip -ft) Mpr (kip -ft) x+dc/2 (in) Vp (kip) 1 W24X62 827.96 776.42 7.15 86.49 EM•pc = EZc(Fyc -Pu/Ag) (kip -ft) = 568.26 ZMc (kip -ft) = 827.96 EM" pc/EMc(Egn9 -3)= 0.69o- 1.0NG Eqn 13 -3 -2: EZc(Fyc -fa) / 125E Mpz = 0.64 <1.0 NG Exception to 2213.7.5 Column is compact per 2213.7.3 beam limitations OK , AND Column must conform to any mof 1, 2 or 3 below: Maximum fa (ksi) = 0.94 Std prov. load combination number 75 1. fa<0.4fy All Std. Prov Loads OK , AND 1.1 Top Lateral Story of Building NG , AND 1.1 Period of building = 0.84 (s) >0.7 OK , OR 1.2 Story shear limits - Not Performed, OR 1.3 Ignore third stress increase - Not Performed 2. Ratio story shear capacities joint story/story above joint (in column direction)- 0.00 OK Shear Capacity of all lateral columns at joint level in direction of column (kip) = 2143.1 Shear Capacity of all lateral columns above joint level in direction of column (kip) = 0.0 3. Column not included in the design to resist code required shear - Not Performed Joint is restrained in the minor axis at both the top and bottom flange of the moment -frame beams. Note! RAM Frame assumes that a beam framing into the minor axis of the joint, braces the column at the elevation of both top and bottom flange of the girders connected to the flanges of the column. Page 16/16 JOB C`j' . ENGINEER DESIGN OF ster < I °attf(-t 7 r 2 (1 zb) " fa—A2 f 6 e 111* )61°C4) e\.5 rcA 1 2•4 r Zit, (1pvkw')r 204. 'p , j .04t. f-\t.Gft D = e,g) , al (as t 2l C tk re r I t). 17)11 2 c SHIMAJI & LASCOLA structural engineers Fi f /i4) rM XCINOib r- 2 -2 u ery 5 toot t/IpkN r 100' Pfit r r r fC ( TYP. I/4 TYP) 1/4 3/8" F.H. STIFF. FE EA. SIDE TYP.) 1/4 V 1/2" BASE FE w/ (6) 7/8 "4 A325N BOLTS STEEL COL. PER PLAN STEEL BRACE PER ELEV. k). I1 0,v19 - W8' KNIFE FE. 1/4 STEEL BEAM PER PLAN STEEL BEAM WHERE OCCURS PER PLAN TYP. BRACE FRAME DETAIL 1' 7 • F- I r r r r a y rr*(,)• .ZAF JOB ENGINEER DESIGN OF ii1Pu) Wr49 6V-71 /4" W *11 x - (p vp a- C w/0- W ") _ .A 96"0 e), a' I *vli 8, /k C 2.1 Ctl 'eD to SHIMAJI & LASCOLA structural engineers eh 0.b3u lP - b3(1.Vg1) - 4- + I - 30) $ Vp. t1 1 , G 4 (Q (k11,-21 4- 46 (i9 4- t G r f1 ill •1 }h - slf ; I 1 (.x -3 25.1 \I6 ' X10, r 2 , 1 1 s 2-11 SHEET NO. DATE it Yw JOB low ihe 4 Ihr boo .. ENGINEER DESIGN OF • 1 ,0*(u) r- `; ' (( Y. -5) I$°' r b 1Y e � .t�2'5) r 8.1 1 �1� - 11 his • J c 0,1.14 y I ' ✓ r Q 4 W ¶ t ° isi r a ��r r 0.. z(le) SHIMAJI & LASCOLA structural engineers T.p -11,33 "4'616°1 V' Vbi {i �� = � .'110 ►�� SHEET NO. 4 DATE /4 V eNfte �P- JOB ENGINEER DESIGN OF k r 11 V, SHIMAJI & LASCOLA structural engineers + 1.01'4017 .. 01 '4 WIT Y: -V •. ep.501 t D. ■\ = 0, w ig} - ,,,c, ,,: „.# e) ____,_,,,+,(„, ,,,,,,44,,,,, ..._, r 100Z < 40 0.► s 0-M 11 0 CP>cePY 13.3. Bracing Connections 133a. Required Strength The Required Strength of bracing connections (including beam -to- column con - nections if part of the bracing system) shall be the lesser of the following: (a) The nominal axial tensile strength of the bracing member, determined R (b) The maximum force, indicated by analysis that can be transferred to the b by the system. Vrot ••• ( 41,E SHEET NO. DATE (e ' t 1 m Iry los JOB ENGINEER DESIGN OF 13.3b. Tensile Strength The design tensile strength of bracing members and their connections, based u the limit states of tension rupture off" the effective net section and block shear rupture strength, as specified in LRFD Specification Section J4, shall be at leas equal to the Required Strength of the brace as determined in Section 13.3a. offedotl rm; SHIMAJI & LASCOLA structural engineers 1-Pel i = 1- t+ X > 52�� ✓ Ara. 0/)(t) A A" tf(Vb P2 f 5a)l11 o. P = zul ✓ x 0 f A u { v fu fi r] c� � - y 9v � �n � �� .ufu ,4 0.15t. Otdi.5� } 03(3.14 .1S •(Q `t)(315 II ak.'e < bS &" t ✓ ,64_ 02211ii. f r 0.1p Ar,i6ti.OWe 1-S Met 4 Ifl(VP'l r 6Q tc re 1&•1 t--60 -1.1.' --D -tom ' ` /O,U j 3 `5 e z*ZUP :; ka 116, SHEET NO. DATE JOB Wr DESIGN OF ENGINEER SHIMAJI & LASCOLA � structural engineers / u�"�'A SHEET NO. 13.3c. Flexural Strength In the direction that the brace will buckle, the required flexural strength of the connection shall be equal to 1.1 R of the brace about the critical buckling axis. Exception: Brace connections that meet the requirements in Section 13.3b, can accommodate the inelastic rotations associated with brace post- buckling deforma- tions, and have a Design Strength that is at least equal to the nominal compressive strength ,.A of the brace are permitted. C133c. Flexural Strength Braces with "fixed" end connections have been shown to dissipate more energy than those that are "pin" connected, because buckling requires the formation of three plastic hinges in the brace. Nonetheless, end connections that can accommo- date the rotations associated with brace buckling deformations while maintaining adequate strength have also been shown to have acceptable performance. Testing has demonstrated that where a single gusset plate connection is used, the rotations can be accommodated as long as the brace end is separated by at least two times the gusset thickness from a line perpendicular to the brace axis about which the gusset plate may bend unrestrained by the beam, column, or other brace joints (Astaneh -Asl et al., 1986). This condition is illustrated in Figure C-I 13.2 and provides hysteretic behavior as illustrated in Figure C -I -13.4. The distance of "2t" shown in Figure C -I -13.2 should be considered the minimum offset distance. In practice, it may be advisable to specify a slightly larger distance (perhaps "3t") on construction documents to provide for erection tolerances. More information on seismic design of gusset plates can be obtained from Astaneh -Asl (1998). Where "fixed" end connections are used in one axis with "pinned" connections in the other axis, the effect of the fixity should be considered in determining the critical buckling axis. DATE Y.0 JOB L in ENGINEER DESIGN OF SHIMAJI & LASCOLA structural engineers q2e0t# (1 _ C Mx. to5)' — T s il. &as) 20.216 �i " ` 0• lv I21,5'z' x' r 0 Ze9-27(1 Psc = 1- 1( 10- P) y �� > 21•iQ7 SHEET NO. 41 """ Y DATE taNT r RAM MEtJNK11J4 Frame #5 Load Case: D Level HighRoof Roof Load Case: Lp Level HighRoof Roof Load Case: El Level HighRoof Roof Load Case: E2 Level Load Case: E3 Level Roof r r RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P- Delta: Yes Scale Factor. 1.00 Diaphragm: Rigid Ground Level: Base Wall Mesh Criteria : Max. Allowed Distance between Nodes (ft) : 8.00 HighRoof Roof HighRoof Frame ory hears DeadLoad RAMUSER Shear -X Change -X kips kips -0.59 -0.59 0.00 0.59 PosLiveLoad RAMUSER Shear -X Change -X kips kips -0.30 -0.30 0.00 0.30 Seismic EQ X +E F Shear -X Change -X kips kips 0.14 0.14 0.00 -0.14 Seismic EQ X_ E F Shear -X Change -X kips kips 0.12 0.12 0.00 -0.12 Seismic EQIBCO3 Y +E F Shear -X Change -X kips kips -0.05 -0.05 0.00 0.05 Shear -Y kips -2.86 0.00 Shear -Y kips -2.61 0.00 Shear -Y kips 0.28 0.00 Shear-Y kips 0.20 0.00 Shear -Y kips 1.37 0.00 Change -Y kips -2.86 2.86 Change -Y kips -2.61 2.61 Change -Y kips 0.28 -0.28 Change -Y kips 0.20 -0.20 Change -Y kips 1.37 -1.37 Load Case: E4 Seismic EQ Y_ E F Level Shear -X Change -X Shear -Y Change -Y r r 05/14/07 15:50:58 M RAM HighRoof Roof Load Case: Wl Level HighRoof Roof Load Case: W2 Level Load Case: W3 Level RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF HighRoof Roof HighRoof Roof Load Case: W4 Level HighRoof Roof Load Case: W5 Level HighRoof Roof Load Case: W6 Level HighRoof Roof Load Case: W7 Level HighRoof kips -0.03 0.00 Wind Wind IBCO3 2 X Shear -X Change -X kips kips 0.13 0.13 0.00 -0.13 Frame Story Shears kips -0.03 0.03 Wind Wind IBCO3_1 Y Shear -X Change -X kips kips -0.03 -0.03 0.00 0.03 Wind Wind IBCO3 2 X +E Shear -X Change -X kips kips 0.11 0.11 0.00 -0.11 Wind Wind IBCO3_2 X -E Shear -X Change -X kips kips 0.08 0.08 0.00 -0.08 Wind Wind IBCO3 2 Y +E Shear -X Change -X kips kips -0.05 -0.05 0.00 0.05 Wind Wind IBCO3 2 Y -E Shear -X Change -X kips kips 0.00 0.00 0.00 0.00 Wind Wind IBCO3 3 X +Y Shear -X Change -X kips kips 0.07 0.07 r r r r kips 1.42 0.00 kips 1.42 -1.42 Shear -Y Change -Y kips kips 0.25 0.25 0.00 -0.25 Shear -Y Change -Y kips kips 1.52 1.52 0.00 -1.52 Shear -Y Change -Y kips kips 0.34 0.34 0.00 -0.34 Shear -Y Change -Y kips kips 0.04 0.04 0.00 -0.04 Shear -Y Change -Y kips kips 1.03 1.03 0.00 -1.03 Shear -Y Change -Y kips kips 1.24 1.24 0.00 -1.24 Shear -Y Change -Y kips kips 1.33 1.33 Page 2/11 05/14/07 15:50:58 r fil RAM Roof Load Case: W8 Level HighRoof Roof Load Case: W9 Level Load Case: W10 Level RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF HighRoof Roof HighRoof Roof Load Case: Wl1 Level HighRoof Roof Load Case: W12 Level HighRoof Roof Frame #6 Load Case: D Level HighRoof Roof 0.00 -0.07 Wind Wind IBCO3 3 X Y Shear -X Change -X kips kips 0.12 0.12 0.00 -0.12 Frame Story Shears Wind Wind IBCO3 4 X +Y CW Shear -X Change -X kips kips 0.08 0.08 0.00 -0.08 Wind Wind IBCO3 4 X +Y CCW Shear -X Change -X Shear -Y kips kips kips 0.03 0.03 0.81 0.00 -0.03 0.00 Wind Wind IBCO3 4 X Y CW Shear -X Change -X kips kips 0.12 0.12 0.00 -0.12 Wind Wind 1BCO3 4 XYCCW Shear -X Change -X kips kips 0.06 0.06 0.00 -0.06 DeadLoad RAMUSER Shear -X Change -X kips kips -2.71 -2.71 0.00 2.71 Load Case: Lp PosLiveLoad RAMUSER Level Shear -X Change -X kips kips 0.00 Shear -Y ldps -0.95 0.00 Shear -Y kips 1.19 0.00 Shear -Y kips -0.52 0.00 Shear -Y kips -0.90 0.00 -1.33 Change -Y ldps -0.95 0.95 Change -Y kips 1.19 -1.19 Change -Y kips 0.81 -0.81 r Change -Y kips -0.52 0.52 Change -Y kips -0.90 0.90 Shear -Y Change -Y kips kips 0.00 0.00 0.00 0.00 Shear-Y Change -Y kips kips Page 3/11 05/14/07 15:50:58 RAM HighRoof Roof Load Case: El Level HighRoof Roof Load Case: E2 Level HighRoof Roof Load Case: E3 Level Load Case: E4 Level RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF I-lighRoof Roof HighRoof Roof Load Case: Wl Level HighRoof Roof Load Case: W2 Level HighRoof Roof Load Case: W3 Level HighRoof Roof -2.49 0.00 -2.49 2.49 Seismic EQ,IBCO3 X +E F Shear -X Change -X kips kips 2.94 2.94 0.00 -2.94 Seismic EQIBCO3 X_ E F Shear -X Change -X kips kips 3.24 3.24 0.00 -3.24 Frame Story Shears Seismic EQ,IBCO3 Y +E F Shear -X Change -X kips kips -0.39 -0.39 0.00 0.39 Seismic EQ_IBCO3 Y_ E F Shear-X Change -X kips kips -0.69 -0.69 0.00 0.69 Wind Wind IBCO3_1 X Shear -X Change -X kips kips 3.13 3.13 0.00 -3.13 Wind Wind IBCO3_1 Y Shear -X Change -X kips kips -0.84 -0.84 0.00 0.84 Wind Wind IBCO3 2 +E Shear -X Change -X kips kips 1.95 1.95 0.00 -1.95 r r i 0.00 0.00 0.00 0.00 Shear -Y Change -Y kips kips 0.00 0.00 0.00 0.00 Shear -Y Change -Y kips kips 0.00 0.00 0.00 0.00 Shear -Y Change -Y kips kips 0.00 0.00 0.00 0.00 Shear-Y Change -Y kips kips 0.00 0.00 0.00 0.00 Shear V Change -Y kips kips 0.00 0.00 0.00 0.00 Shear -Y Change -Y kips kips 0.00 0.00 0.00 0.00 Shear -Y Change -Y kips kips 0.00 0.00 0.00 0.00 Page 4/11 05/14/07 15:50:58 r [ pia Load Case: W4 Level HighRoof Roof Load Case: W5 Level Load Case: W7 Level RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF HighRoof Roof HighRoof Roof Load Case: W8 Level HighRoof Roof Load Case: W9 Level HighRoof Roof Load Case: W10 Level HighRoof Roof r r r Wind Wind IBCO3_2 X -E Shear -X Change -X kips kips 2.74 2.74 0.00 -2.74 Wind Wind IBCO3_2 Y +E Shear -X Change -X kips kips -0.23 -0.23 0.00 0.23 Frame Story Shearg Load Case: W6 Wind Wind IBCO3 2 Y -E Level Shear -X Change -X kips kips HighRoof -1.03. -1.03 Roof 0.00 1.03 Wind Wind IBCO3 3 X +Y Shear -X Change -X kips kips 1.72 1.72 0.00 -1.72 Wind Wind IBCO3 3 X -Y Shear -X Change -X kips kips 2.97 2.97 0.00 -2.97 Wind Wind 1BCO3 4 X +Y CW Shear -X Change -X kips kips 0.70 0.70 0.00 -0.70 Wind Wind IBCO3 4 X +Y CCW Shear -X Change-X Shear -Y kips kips kips 1.89 1.89 0.00 0.00 -1.89 0.00 Shear -Y Change -Y kips kips 0.00 0.00 0.00 0.00 Shear -Y Change -Y kips kips 0.00 0.00 0.00 0.00 Shear -Y Change -Y kips kips 0.00 0.00 0.00 0.00 Shear -Y Change -Y kips kips 0.00 0.00 0.00 0.00 Shear -Y Change -Y kips kips 0.00 0.00 0.00 0.00 Shear -Y Change -Y kips kips 0.00 0.00 0.00 0.00 Change -Y kips 0.00 0.00 Page 5/11 05/14/07 15:50:58 Load Case: Wll Level HighRoof Roof Load Case: W12 Level HighRoof Roof Frame #7 Load Case: D Level Load Case: Lp Level Load Case: El Level RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017aSMRF HighRoof Roof HighRoof Roof HighRoof Roof Load Case: E2 Level HighRoof Roof Load Case: E3 Level HighRoof Roof Frame Story Shears Wind Wind IBCO3 4 X -Y CW Shear -X Change -X kips kips 1.64 1.64 0.00 -1.64 Wind Wind IBCO3 4 X Y CCW Shear -X Change -X kips kips 2.83 2.83 0.00 -2.83 DeadLoad RAMUSER Shear -X Change -X kips kips -0.10 -0.10 0.05 0.16 PosLiveLoad RAMUSER Shear -X Change -X kips kips -0.08 -0.08 0.04 0.12 Seismic EQIBCO3 X +E _F Shear -X Change -X kips kips -0.95 -0.95 0.48 1.43 Seismic EQHICO3 X -E _F Shear -X Change -X kips kips -0.93 -0.93 0.46 1.39 Seismic EQIBCO3 +E F Shear -X Change -X kips kips 0.04 0.04 -0.02 -0.06 Shear -Y Change -Y kips kips 0.00 0.00 0.00 0.00 Shear -Y Change -Y kips kips 0.00 0.00 0.00 0.00 Shear -Y kips 2.83 -0.01 SheawY kips 2.58 -0.01 Shear -Y kips -0.32 -0.02 Shear -Y kips -0.12 0.04 Shear -Y kips 3.60 0.57 Change -Y kips 2.83 -2.85 Change -Y kips 2.58 -2.60 Change -Y kips -0.32 0.30 Change -Y kips -0.12 0.16 Change -Y kips 3.60 -3.03 Page 6/11 05/14/07 15:50:58 r r RAM MEW�ZNY RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Frame Story Sheara Page 7/11 05/14/07 15:50:58 MM RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Frame Story Sheara r r s S Load Case: E4 Seismic EQIBCO3 Y_ E F Load Case: W7 Wind Wind IBCO3 3 X +Y Level Shear -X Change -X Shear -Y Change -Y Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips kips kips kips kips HighRoof 0.00 0.00 3.36 3.36 HighRoof -0.36 -0.36 2.93 2.93 Roof 0.00 0.00 0.48 -2.88 Roof 0.18 0.54 0.38 -2.55 Load Case: W1 Wind Wind IBCO3_1 X Load Case: W8 Wind Wind 1BCO3 3_X -Y Level Shear -X Change -X Shear -Y Change -Y Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips kips kips kips kips HighRoof -0.51 -0.51 -0.21 -0.21 HighRoof -0.41 -0.41 -3.25 -3.25 Roof 0.26 0.77 0.02 0.23 Roof 0.20 0.61 -0.34 2.90 Load Case: W2 Wind Wind 1BCO3_1 Y Load Case: W9 Wind Wind IBCO3 4 X +Y CW Level Shear -X Change -X Shear -Y Change -Y Level Shear -X Change -X Shear -Y Change -Y Ups kips kips kips kips kips kips kips HighRoof 0.03 0.03 4.12 4.12 HighRoof -0.32 -0.32 1.82 1.82 Roof -0.02 -0.05 0.48 -3.64 Roof 0.16 0.47 0.19 -1.63 Load Case: W3 Wind Wind IBCO3 2 X +E Load Case: W10 Wind Wind IBCO3 4 X +Y CCW Level Shear -X Change -X Shear -Y Change -Y Level Shear -X Change -X Shear -Y Change -Y kips kips kips Ups kips kips kips kips HighRoof -0.23 -023 2.58 2.58 HighRoof -0.40 -0.40 -0.38 -0.38 8� Roof 0.20 0.61 -0.02 0.36 Roof 0.11 0.34 0.38 -2.20 Load Case: W4 Wind Wind IBCO3 2 X -E Load Case: Wit Wind Wind_IBCO3 4 X Y CW Level Shear -X Change -X Shear -Y Change -Y Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips kips kips kips kips HighRoof -0.37 -0.37 0.07 0.07 HighRoof -0.35 -0.35 -2.81 -2.81 Roof 0.18 0.55 0.05 -0.01 Roof 0.18 0.53 -0.35 2.46 Load Case: W5 Wind Wind IBCO3_2 Y +E Load Case: W12 Wind Wind IBCO3 4 X -Y CCW Level Shear -X Change -X Shear -Y Change -Y Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips kips kips kips kips HighRoof 0.06 0.06 3.37 3.37 HighRoof -0.26 -0.26 -2.06 -2.06 Roof -0.03 -0.09 0.45 -2.92 Roof 0.13 0.40 -0.16 1.89 Load Case: W6 Wind Wind IBCO3 2 Y -E Frame #8 Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips Load Case: D DeadLoad RAMUSER HighRoof -0.02 -0.02 2.81 2.81 Level Shear -X Change -X Shear -Y Change -Y Roof 0.01 0.02 0.27 -2.54 kips kips kips kips HighRoof 3.40 3.40 0.03 0.03 Roof 0.08 -3.31 -0.01 -0.04 Page 8/11 05/14/07 15:50:58 r r Load Case: Lp Level HighRoof Roof Load Case: El Level HighRoof Roof Load Case: E2 Level HighRoof Roof Load Case: E3 Level HighRoof Roof Load Case: E4 Level RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF HighRoof Roof Load Case: W1 Level HighRoof Roof Load Case: W2 Level HighRoof Roof [ r r PosLiveLoad RAMUSER Shear -X Change -X kips kips 2.87 2.87 0.07 -2.80 Seismic EQIBCO3 X +E F Shear -X Change -X kips kips 1.70 1.70 0.48 -1.22 Frame Story Shears Seismic EQ.IBCO3 X -E F Shear -X Change -X kips kips 1.39 1.39 0.45 -0.93 Seismic EQ,IBCO3 Y +E F Shear -X Change -X kips kips 0.39 0.39 -0.05 -0.44 Seismic EQ,IBCO3 Y_ E F Shear -X Change -X kips kips 0.72 0.72 -0.01 -0.73 Wind Wind IBCO3_1 X Shear -X Change -X kips kips 1.99 1.99 0.25 -1.73 Wind Wind IBCO3_1 Y Shear -X Change -X kips kips 0.84 0.84 -0.04 -0.88 Shear-Y Change -Y kips kips 0.03 0.03 -0.01 -0.04 Shear -Y Change -Y kips kips 0.04 0.04 -0.02 -0.06 Shear -Y Change -Y kips kips -0.09 -0.09 0.04 0.13 Shear -Y Change -Y kips kips -1.15 -1.15 0.57 1.72 Shear -Y Change -Y kips kips -0.96 -0.96 0.48 1.44 Shear -Y Change -Y kips kips -0.05 -0.05 0.02 0.07 Shear -Y Change -Y kips kips -0.96 -0.96 0.48 1.44 i f Page 9/11 05/14/07 15:50:58 Load Case: W3 Level HighRoof Roof Load Case: W4 Level HighRoof Roof Load Case: W5 Level RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF HighRoof Roof Load Case: W6 Level HighRoof Roof Load Case: W7 Level HighRoof Roof Load Case: W8 Level HighRoof Roof Load Case: W9 Level HighRoof Roof Wind Wind 18CO3 2 X +E Shear-X Change -X kips kips 1.88 1.88 0.20 -1.68 Wind Wind IBCO3 2 X -E Shear-X Change -X kips kips 1.10 1.10 0.17 -0.92 Frame Story Shears Wind Wind IBCO3 2 Y +E Shear-X Change -X kips kips 0.21 0.21 -0.06 -0.27 Wind Wind IBCO3 2 Y -E Shear-X Change -X kips kips 1.04 1.04 0.00 -1.04 Wind Wind IBCO3 3 X +Y Shear-X Change -X kips kips 2.12 2.12 0.16 -1.96 Wind Wind_IBCO3 3 X -Y Shear -X Change -X kips kips 0.86 0.86 0.22 -0.64 Wind Wind IBCO3 4 X +Y CW Shear -X Change -X kips kips 2.20 2.20 0.15 -2.04 f r f s Shear -Y Change -Y kips kips 0.04 0.04 -0.02 -0.06 Shear -Y Change -Y kips kips -0.11 -0.11 0.05 0.16 Shear -Y Change -Y kips kips -0.90 -0.90 0.45 1.35 Shear -Y Change -Y kips kips -0.55 -0.55 0.27 0.82 Shear -Y Change -Y kips kips -0.76 -0.76 0.38 1.13 Shear -Y Change -Y kips kips 0.69 0.69 -0.34 -1.03 Shear -Y Change -Y kips kips -0.38 -0.38 0.19 0.57 Page 10/11 05/14/07 15:50:58 r r r r s 11 . 1 s t r 1 s Load Case: W10 Level HighRoof Roof Load Case: W11 Level HighRoof Roof Load Case: W12 Level RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017aSMRF HighRoof Roof Frame Story Sheart Wind Wind 113CO3 4 X +Y CCW Shear -X Change -X Shear-Y kips kips kips 0.98 0.98 -0.76 0.08 -0.90 0.38 Wind Wind IBCO3 4 X Y CW Shear -X Change -X kips kips 1.26 1.26 0.20 -1.06 Wind Wind IBCO3 4 X Y CCW Shear -X Change -X kips kips 0.04 0.04 0.13 0.09 Change -Y kips -0.76 1.13 Shear -Y Change -Y kips kips 0.70 0.70 -0.35 -1.06 Shear -Y Change -Y kips kips 0.33 0.33 -0.16 -0.49 Page 11/11 05/14/07 15:50:58 r r fil RAM RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Frame Reactions CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P- Delta: Yes Scale Factor. 1.00 Diaphragm: Rigid Ground Level: Base Wall Mesh Criteria : Max. Allowed Distance between Nodes (ft) : 8.00 LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER El Seismic EQIBCO3 X +E F E2 Seismic EQIBCO3_X_ E F E3 Seismic EQIBCO3 Y +E_F E4 Seismic EQIBCO3_Y -E F Wl Wind Wind IBCO3 1 X W2 Wind Wind _ IBCO3_1_Y W3 Wind Wind IBCO3 2 X +E W4 Wind Wind IBCO3 2 X -E W5 Wind Wind IBCO3 2 Y +E W6 Wind WindIBCO3_2_Y -E W7 Wind Wind IBCO3 3_X +Y W8 Wind Wind _IBCO3 3 X -Y W9 Wind Wind IBCO3 4 X +Y CW W10 Wind Wind_IBCO3 4 X +Y_CCW Wit Wind Wind IBCO34_X -Y CW W12 Wind WindD3CO3 4_X -Y CCW r r r r r s► c Frame #7: Node LdC Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 26 D -0.05 0.01 10.21 0.00 0.00 0.00 Lp -0.04 0.01 5.06 0.00 0.00 0.00 El -0.48 0.02 2.10 0.00 0.00 0.00 E2 -0.46 -0.04 2.05 0.00 0.00 0.00 E3 0.02 -0.57 -3.98 0.00 0.00 0.00 E4 0.00 -0.48 -3.86 0.00 0.00 0.00 W 1 -0.26 -0.02 2.08 0.00 0.00 0.00 W2 0.02 -0.48 -4.53 0.00 0.00 0.00 W3 -020 0.02 1.52 0.00 0.00 0.00 W4 -0.18 -0.05 1.60 0.00 0.00 0.00 W5 0.03 -0.45 -3.48 0.00 0.00 0.00 W6 -0.01 -0.27 -3.33 0.00 0.00 0.00 W7 -0.18 -0.38 -1.84 0.00 0.00 0.00 W8 -0.20 0.34 4.96 0.00 0.00 0.00 05/14/07 15:50:58 RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC Cr r as Flame Reactions Node LdC Rx Ry Rz Mxx Myy Tzz W9 -0.16 -0.19 -1.36 0.00 0.00 0.00 W10 -0.11 -0.38 -1.41 0.00 0.00 0.00 W11 -0.18 0.35 3.74 0.00 0.00 0.00 W12 -0.13 0.16 3.70 0.00 0.00 0.00 Frame #8: Node LdC Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 27 D -0.08 0.01 17.31 0.00 0.00 0.00 Lp -0.07 0.01 11.53 0.00 0.00 0.00 El -0.48 0.02 1.54 0.00 0.00 0.00 E2 -0.45 -0.04 1.54 0.00 0.00 0.00 E3 0.05 -0.57 3.89 0.00 0.00 0.00 E4 0.01 -0.48 3.84 0.00 0.00 0.00 WI -025 -0.02 1.57 0.00 0.00 0.00 W2 0.04 -0.48 4.46 0.00 0.00 0.00 W3 -0.20 0.02 1.25 0.00 0.00 0.00 W4 -0.17 -0.05 1.11 0.00 0.00 0.00 W5 0.06 -0.45 3.35 0.00 0.00 0.00 W6 -0.00 -0.27 3.34 0.00 0.00 0.00 W7 -0.16 -0.38 4.53 0.00 0.00 0.00 W8 -0.22 0.34 -2.17 0.00 0.00 0.00 W9 -0.15 -0.19 3.44 0.00 0.00 0.00 W10 -0.08 -0.38 3.35 0.00 0.00 0.00 W11 -0.20 0.35 -1.58 0.00 0.00 0.00 W12 -0.13 0.16 -1.67 0.00 0.00 0.00 Page 2/2 05/14/07 15:50:58 RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC BRACE INFORMATION: Story Level = HighRoof Fy (ksi) = 46.00 Brace Size = HSS6X6X3 /8 INPUT DESIGN PARAMETERS: INTERACTION EQUATION: fa/Fa = 0.052 Eq H1 -3: 0.052 + 0.000 + 0.000 = 0.052 Member Code Check Frame Number = 6 Brace Number = 2 X -Axis Y -Axis Lu (ft) 16.48 16.48 K 1.00 1.00 Braced Against Joint Translation No No CONTROLLING BRACE FORCES SHEAR Load Combination: 1.000 D Shear Top Vmajor (kips) 0.00 Vminor (kips) 0.00 Shear Bot. Vmajor (kips) 0.00 Vminor (kips) 0.00 SHEAR CHECK: fvx (ksi) = 0.00 Fvx (ksi) = 18.40 fvx/Fvx = 0.000 fvy (ksi) = 0.00 Fvy (ksi) = 18.40 fvy/Fvy = 0.000 CONTROLLING BRACE FORCES - FLEXURE Load Combination: 1.128 D + 0.750 Lp - 0.750 E2 Axial Load (kips) 6.68 Moment Top Mmajor (kip -ft) 0.00 Mminor (kip -ft) 0.00 Moment Bot. Mmajor (kip -ft) 0.00 Mminor (kip -ft) 0.00 CALCULATED PARAMETERS: fa (ksi) = 0.88 Fa (ksi) = 16.89 fbx (ksi) = 0.00 Fbx (ksi) = 30.36 Iby (ksi) = 0.00 Fby (ksi) = 30.36 KL/Rx = 86.76 KL/Ry = 86.76 05/14/07 15:50:58 Steel Code: AISC ASD RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC BRACE INFORMATION: Story Level = HighRoof Fy (ksi) = 46.00 Brace Size = HSS6X6X3 /8 INPUT DESIGN PARAMETERS: Lu (ft) K Braced Against Joint Translation CONTROLLING BRACE FORCES - SHEAR Load Combination: 1.000 D + 0.750 Lp - 0.750 W11 Shear Top Vmajor (kips) Vminor (kips) Shear Bot. Vmajor (kips) Vminor (kips) INTERACTION EQUATION: fa/Fa = 0.052 Eq H2 -1: 0.052 + 0.000 + 0.000 = 0.052 Member Code Check Frame Number = 7 Brace Number = 3 X -Axis Y -Axis 16.67 16.67 1.00 1.00 No No 0.00 0.00 0.00 0.00 SHEAR CHECK: fvx (ksi) = 0.00 Fvx (ksi) = 18.40 fvx/Fvx = 0.000 fvy (ksi) = 0.00 Fvy (ksi) = 18.40 fvy/Fvy = 0.000 CONTROLLING BRACE FORCES - FLEXURE Load Combination: 1.128 D + 0.750 Lp + 0.750 E3 Axial Load (kips) -10.80 Moment Top Mmajor (kip -ft) 0.00 Mminor (kip -ft) 0.00 Moment Bot. Mmajor (kip -ft) 0.00 Mminor (kip - ft) 0.00 CALCULATED PARAMETERS: fa (ksi) = -1.43 Fa (ksi) = 27.60 fbx (ksi) = 0.00 Fbx (ksi) = 30.36 fby (ksi) = 0.00 Fby (ksi) = 30.36 KL/Rx = 87.72 KLJRy = 87.72 05/14/07 15:50:58 Steel Code: AISC ASD RAM RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC BRACE INFORMATION: Story Level = HighRoof Fy (ksi) = 46.00 Brace Size = HSS6X6X3 /8 INPUT DESIGN PARAMETERS: Lu (ft) K Braced Against Joint Translation CONTROLLING BRACE FORCES - SHEAR Load Combination: 1.000 D Shear Top Vmajor (kips) Vminor (kips) Shear Bot. Vmajor (kips) Vminor (kips) INTERACTION EQUATION: fa/Fa = 0.081 Eq H1 -3: 0.081 + 0.000 + 0.000 = 0.081 Member Code Check Frame Number = 8 Brace Number = 4 X -Axis Y -Axis 16.48 16.48 1.00 1.00 No No 0.00 0.00 0.00 0.00 SHEAR CHECK: fvx (hi) = 0.00 Fvx (ksi) = 18.40 fvx/Fvx = 0.000 fvy (ksi) = 0.00 Fvy (ksi) = 18.40 fvy/Fvy = 0.000 CONTROLLING BRACE FORCES - FLEXURE Load Combination: 1.128 D + 0.750 Lp + 0.750 El Axial Load (kips) 10.38 Moment Top Mmajor (kip -ft) 0.00 Mminor (kip -ft) 0.00 Moment Bot. Mmajor (kip -ft) 0.00 Mminor (kip -ft) 0.00 CALCULATED PARAMETERS: fa (ksi) = 1.37 Fa (ksi) = 16.89 fbx (ksi) = 0.00 Fbx (ksi) = 30.36 fby (0i) = 0.00 Fby (ksi) = 30.36 KL/Rx = 86.76 KL✓Ry = 86.76 05/14/07 15:50:58 Steel Code: AISC ASD RAM RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017a -SMRF Building Code: IBC BRACE INFORMATION: Story Level = HighRoof Fy (ksi) = 46.00 Brace Size = HSS6X6X3 /8 INPUT DESIGN PARAMETERS: Member Code Check Frame Number = 5 Brace Number = 1 X -Axis Y -Axis Lu (ft) 16.67 16.67 K 1.00 1.00 Braced Against Joint Translation No No CONTROLLING BRACE FORCES - SHEAR Load Combination: 1.000 D + 0.750 Lp - 0.750 W10 Shear Top Vmajor (kips) 0.00 Vminor (kips) 0.00 Shear Bot. Vmajor (kips) 0.00 Vminor (kips) 0.00 SHEAR CHECK: fvx (ksi) = 0.00 Fvx (ksi) = 18.40 fvx/Fvx = 0.000 fvy (ksi) = 0.00 Fvy (ksi) = 18.40 fvy/Fvy = 0.000 CONTROLLING BRACE FORCES - FLEXURE Load Combination: 1.128 D + 0.750 Lp - 0.750 E4 Axial Load (kips) -7.82 Moment Top Mmajor (kip -ft) 0.00 Mminor (kip -ft) 0.00 Moment Bot. Mmajor (kip -ft) 0.00 Mminor (kip -ft) 0.00 CALCULATED PARAMETERS: fa (ksi) = -1.03 Fa (ksi) = 27.60 fbx (ksi) = 0.00 Fbx (ksi) = 30.36 fby (ksi) = 0.00 Fby (ksi) = 30.36 KL/Rx = 87.72 KL/Ry = 87.72 INTERACTION EQUATION: fa/Fa = 0.037 Eq H2 -1: 0.037 + 0.000 + 0.000 = 0.037 05/14/07 15:50:58 Steel Code: AISC ASD lbw JOB ENGINEER DESIGN OF e O4 I \--5(101 11 tf4;1' n'rt' Ilk dr +I 11‘. SHIMAJI & LASCOLA structural engineers SHEET NO. .11)1 DATE Description Span ft 20.00 20.00 20.00 20.00 20.00 w "' Beam Width in 24.00 24.00 24.00 24.00 24.00 Beam Depth in 36.00 36.00 36.00 36.00 36.00 End Fixity Pin -Pin Pin -Pin Pin -Pin Pin -Pin Pin -Pin Reinforcing Center Area 1.20in2 1.20in2 1.20in2 1.20in2 1.20in2 Bar Depth 32.00in 32.00in 32.00in 32.00in 32.00in Left Area 4.00in2 2.00in2 1.58in2 1.58in2 1.58in2 Bar Depth 4.00in 4.00in 4.00in 4.00in 4.00in Right Area 2.00in2 2.00in2 1.58in2 1.58in2 1.58in2 ii 1 Bar Depth 4.00in 4.00in 4.00in 4.00in 4.00in Shimajl & Lascola, Inc. 23682 Birtcher Drive Lake Forest, CA 92630 (949) 770 -9967 Rev: 580002 User. KW-0602701, Ver 5.8.0, 1-Nov-2006 (c)1983 -2006 ENERCALC Engineering Software Multi -Span Concrete Beam Page 1 Description General Information Code Ref: ACI 318 - 02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy fc Concrete Member Information Loads Using Live Load This Span ?? Dead Load k/ft Live Load k/ft Moment DL k -ft LL k -ft @X ft Results Beam OK Beam OK Beam OK Beam OK Beam OK Mmax @ Cntr k -ft (42X= ft Mn • Phi k -ft Max @ Left End k -ft Mn ` Phi k -ft Max @ Right End k -ft Mn • Phi k -ft Shear @ Left Shear © Right Reactions & Deflections DL © Left LL © Left Total © Left ty,., DL @ Right LL © Right Total © Right Max. Deflection @X= Inertia : Effective Shear Stirrups Stirrup Rebar Area 1n2 Spadng © Left in Spacing @ .2`L in Spacing © .4`L in Spacing @ .6'L in Spacing © .8`L in Spadng © Right in 60,000.0 psi 3,000.0 psi k k k k k k k k in ft in4 Title : Dsgnr. Description : Scope : Center Centerl Center2 Center3 Centers Yes Yes Yes Yes Yes 1.935 1.935 1.935 1.935 1.935 0.900 0.900 0.900 0.900 0.900 241.70 194.00 0.00 0.00 0.00 0.00 0.00 0.00 103.70 39.53 83.57 54.76 132.49 14.40 11.33 9.73 9.47 12.13 169.36 169.36 169.36 169.36 169.36 - 338.38 - 233.36 - 119.16 - 137.78 - 177.50 540.51 279.06 221.86 221.86 221.86 38.24 - 119.16 - 137.78 - 177.50 0.00 279.06 279.06 221.86 221.86 221.86 Bending OK Bending OK Bending OK Bending OK Bending OK 61.22 48.10 41.46 40.40 51.27 23.56 36.68 43.32 44.38 33.51 35.10 26.45 34.53 38.52 43.58 7.11 20.37 17.53 17.53 20.37 42.21 46.82 52.06 56.05 63.95 26.45 34.53 38.52 43.58 15.31 20.37 17.53 17.53 20.37 7.11 46.82 52.06 56.05 63.95 22.42 0.254 0.144 -0.010 -0.004 -0.018 6.67 7.60 9.87 9.33 11.20 13,291.11 19,861.51 93,312.00 93,312.00 93,312.00 0.400 0.400 0.400 0.400 0.400 13.33 13.33 Not Req'd Not Req'd 13.33 13.33 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Job # Date: 9:15AM, 10 JUL 07 The Cheesecake Factory, Tukwila, WA (Grade Beam at Frame 2 with offset pile) Spans Considered Continuous Over Supports ACI Dead Load Factor 1.40 Stirrup Fy 40,000.0 psi ACI Live Load Factor 1.70 9 ' ' w Floor Type: Roof tor low tow imor .o /0 RIIM RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017- ServiceYard Building Code: UBC1 G.1 1 Floor Map 0.9 03/27/07 09:36:37 Steel Code: ASD 9th Ed. 15 Li c' , 9 rf 14 . 13 co 10 Q 12 11 1 I 5 ' ' w Floor Type: Roof tor low tow imor .o /0 RIIM RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017- ServiceYard Building Code: UBC1 G.1 1 Floor Map 0.9 03/27/07 09:36:37 Steel Code: ASD 9th Ed. 1 W8x10 W14x22 W8x10 W8x10 W14x22 C W8x10 N W8x10 W14x22 , — Floor Type: Roof Ira #a 4 a v lie RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017- ServiceYard- Gravity Building Code: UBC1 cs J.4, 0.1 Floor Map 0.9 03/27/07 09:34:05 Steel Code: ASD 9th Ed. iif Floor Type: Roof Ira #a 4 a v lie RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017- ServiceYard- Gravity Building Code: UBC1 cs J.4, 0.1 Floor Map 0.9 03/27/07 09:34:05 Steel Code: ASD 9th Ed. r r RA M Gravity Beam Design RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017- ServiceYard Building Code: UBC1 Floor Type: Roof Beam Number -11 SPAN INFORMATION (ft): Beam Size (Optimum) Total Beam Length (ft) LINE LOADS (k/ft): Load Dist 1 0.000 18.500 2 0.000 18.500 3 0.000 18.500 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) DL 0.000 0.000 0.074 0.074 0.010 0.010 t i r f r I -End (0.00,6.17) 3-End (18.50,6.17) = W8X10 = 18.50 LL 0.000 0.000 0.123 0.123 0.000 0.000 at at at Red% Type NonR NonR NonR SHEAR: Max V (DL +LL) =1.92 kips fv -1.43 ksi Fv - 20.00 101 MOMENTS: Span Cond Moment Q Lb Cb kip-ft ft ft Center Max + 8.9 9.3 0.0 1.00 Controlling 8.9 9.3 0.0 1.00 REACTIONS (kips): Left Right 0.78 0.78 1.14 1.14 1.92 1.92 925 ft = 9.25 ft = 925 ft = -0248 -0.364 -0.612 Tension Flange lb Fb 13.63 32.70 13.63 32.70 03/27/07 09:36:37 Steel Code: ASD 9th Ed. Fy = 50.0 ksi LID = 895 L/D = 610 L/D = 363 Compr Flange fb Fb 13.63 32.70 r r r RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017- ServiceYard Building Code: UBC1 Gravity Beam Design Floor Type: Roof Beam Number =12 SPAN INFORMATION (ft): I -End (0.00,1233) J -End (18.50,1233) Beam Size (Optimum) = W8X10 Total Beam Length (ft) = 18.50 LINE LOADS (k/ft): Load Dist DL LL 1 0.000 0.000 0.000 18.500 0.000 0.000 2 0.000 0.074 0.123 18.500 0.074 0.123 3 0.000 0.010 0.000 18.500 0.010 0.000 SHEAR Max V (DL +LL) -1.92 kips fv =1.43 ksi Fv - 20.00 ksi MOMENTS: Span Cond Moment ® Lb Cb kip-ft ft ft 8.9 9.3 0.0 8.9 9.3 0.0 Center Max + Controlling REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at at at Red% Type - NonR Left 0.78 1.14 1.92 - NonR 9.25 ft = 925 ft = 9.25 ft = NonR Right 0.78 1.14 1.92 1.00 1.00 -0.248 -0.364 -0.612 Fy = 50.0 ksi Tension Flange lb Fb 13.63 32.70 13.63 32.70 LID - 895 LID = 610 LID = 363 Page 2/5 03/27/07 09:36:37 Steel Code: ASD 9th Ed. Compr Flange lb Fb 13.63 32.70 f r t f RAM SPAN INFORMATION (ft): Beam Size (Optimum) Total Beam Length (ft) LINE LOADS (k/ft): Load Dist 1 0.000 18.500 2 0.000 18.500 3 0.000 18.500 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) DL 0.000 0.000 0.099 0.099 0.010 0.010 RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017 - ServiceYard Building Code: UBC1 Floor Type: Roof Beam Number -13 Span Cond Moment ® Lb kip-ft ft ft Center Max + 11.8 9.3 0.0 Controlling 11.8 9.3 0.0 REACTIONS (kips): at at at Gravity Beam Design I -End (0.00,26.78) J -End (18.50,26.78) = W8X10 = 18.50 LL Red% Type 0.000 - NonR 0.000 0.166 - NonR 0.166 0.000 - NonR 0.000 SHEAR: Max V (DL +LL) - 2.54 kips fv -1.90 ksi Fv - 20.00 ksi MOMENTS: Left Right 1.01 1.01 1.53 1.53 2.54 2.54 9.25ft = 9.25 ft = 9.25 ft = Cb Tension Flange fb Fb 1.00 18.07 32.70 1.00 18.07 32.70 -0.323 -0.488 -0.811 L/D = L/D = L/D = Page 3/5 03/27/07 09:36:37 Steel Code: ASD 9th Ed. Fy = 50.0 ksi Compr Flange fb Fb 18.07 32.70 RAM MEAW[N4 LINE LOADS (k/ft): Load Dist 1 0.000 18.500 2 0.000 18.500 3 0.000 18.500 DL reaction Max +11. reaction Max +total reaction DEFLECTIONS: 688 Dead load (in) 454 Live load (in) 274 Net Total load (in) RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017- ServiceYard Building Code: UBC1 DL 0.000 0.000 0.099 0.099 0.010 0.010 IL 0.000 0.000 0.166 0.166 0.000 0.000 at at at f f Gravity Beam Design Floor Type: Roof Beam Number -14 SPAN INFORMATION (ft): I -End (0.00,35.06) J -End (18.50,35.06) Beam Size (Optimum) = W8X10 Total Beam Length (ft) = 18.50 Red% NonR NonR SHEAR: Max V (DL +LL) - 2.54 kips fv - 1.90 ksi Fv - 20.00 ksi MOMENTS: Span Cond Moment t Lb Cb kip-ft ft ft Center Max + 11.8 9.3 0.0 1.00 Controlling 11.8 9.3 0.0 1.00 REACTIONS (kips): Left 1.01 1.53 2.54 9.25 ft = 9.25ft - 9.25 ft = Type NonR Right 1.01 1.53 2.54 -0.323 -0.488 -0.811 Tension Flange fb Fb 18.07 32.70 18.07 32.70 Fy = 50.0 ksi 1/D = L/D = L/D = Page 4/5 03/27/07 09:36:37 Steel Code: ASD 9th Ed. 688 454 274 Compr Flange fb Fb 18.07 32.70 r r r r r r r RAM RAM Steel v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017- ServiceYani Building Code: UBC1 Gravity BeantDesign Left Right DL reaction 0.88 0.88 Max +LL reaction 1.31 131 Max +total reaction 2.19 2.19 DEFLECTIONS: Dead load (in) at 9.25 ft = -0.281 L/D = 791 Live load (in) at 9.25 ft = -0.418 UD = 531 Net Total load (in) at 9.25 ft = -0.699 LD = 318 Page 5/5 03/27/07 09:36:37 Steel Code: ASD 9th Ed. Floor Type: Roof Beam Number =15 SPAN INFORMATION (ft): I -End (0.00,50.42) ./End (18.50,50.42) Beam Size (Optimum) = W8X10 Fy = 50.0 ksi Total Beam Length (ft) = 18.50 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.000 0.000 — NonR 18.500 0.000 0.000 2 0.000 0.085 0.142 — NonR 18.500 0.085 0.142 3 0.000 0.010 0.000 — NonR 18.500 0.010 0.000 SHEAR: Max V (DL +LL) = 2.19 kips fv = 1.63 ksi Fv = 20.00 ksl MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip-ft ft ft fb Fb fb Fb Center Max + 10.1 93 0.0 1.00 15.56 32.70 15.56 32.70 Controlling 10.1 93 0.0 1.00 15.56 32.70 — — REACTIONS (kips): l i Ilk $ I $ $ i UM Frame V10.0 - Analysis Mode 62ataBase: 07017 - ServiceYard 03/27/07 09:36:37 imot tem wr L w nip RAM Frame v10.0 RAM The Cheesecake Factory, Tukwila, WA DataBase: 07017- ServiceYard Loads and Applied Forces LOAD CASE: Seismic Seismic ASCE 7 -02 / IBC 2003 Equivalent Lateral Force Site Class: E Importance Factor: 1.00 Ss: 1.424 g Fa: 0.900 Fv: 2.400 SDs: 0.854 g Seismic Use Group: I Seismic Design Category: D Provisions for: Force Ground Level: Base Dir Eccent R Ta Equation Building Period -T L X + And - 2.5 Std,Ct= 0.030,x =0.75 Calculated Y + And - 2.5 Std,Ct= 0.030,x =0.75 Calculated Level Dir Ta Cu T T -used Eg95521 -1 Eq95521-2 Eq95521-3 k X 0.169 1.400 0.599 0.236 0.342 1.322 0.0376 1.000 Y 0.169 1.400 0.594 0.236 0.342 1.322 0.0376 1.000 Total Building Weight (kips) = 13.38 APPLIED STORY FORCES: Type: EQIBCO3 X +E_F Level Ht Fx Fy X Y ft kips kips ft ft Roof 10.00 4.57 0.00 9.25 31.66 Type: EQIBCO3 Y_ -E F Roof 4.57 0.00 4.57 0.00 0.00 4.57 0.00 4.57 51: 0.488 g SD1: 0.781 g 03/27/07 09:36:37 Type: EQIBCO3 X -E F Level Ht Fx Fy X Y ft kips kips ft ft Roof 10.00 4.57 0.00 9.25 25.84 Type: EQIBCO3 Y +E Level Ht Fx Fy X Y ft kips kips ft ft Roof 10.00 0.00 4.57 10.21 28.75 Ht Fx Fy X Y ft kips kips ft ft 10.00 0.00 4.57 8.29 28.75 ▪ CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P- Delta: Yes Scale Factor: 1.00 Diaphragm: Rigid Ground Level: Base Wall Mesh Criteria : Max. Allowed Distance between Nodes (ft) : 8.00 LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER El Seismic EQIBCO3_X_ +E E2 Seismic EQIBCO3_X_ -E_F E3 Seismic EQIBCO3 +E E4 Seismic EQIBCO3 Level: Roof Center of Mass (ft): (9.25, 28.75) LdC Disp X Disp Y Theta Z in in rad D - 0.00000 0.00577 - 0.00000 Lp - 0.00000 0.00722 0.00000 El 1.18959 - 0.00000 - 0.00029 E2 1.20229 0.00000 0.00066 E3 0.00209 1.17912 0.00016 E4 - 0.00209 1.17912 - 0.00016 RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017- ServiceYard Building Code: UBC1 Story Displacements L CODE: UBC 97 RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017- ServiceYard Redundancy Factors Summary CRITERIA: Rigid End Zones: Ignore Effects P- Delta: Yes Scale Factor: 1.00 Diaphragm: Rigid Ground Level: Base Wall Mesh Criteria : Max. Allowed Distance between Nodes (ft) : 8.00 Level for Ab: Roof Ab (ft = 1114.9 Maximum Angle from Parallel between adjacent bays for which Column is considered 'common to two bays': 10.0 deg Load Case: El Seismic EQ IBCO3 X +E_F k.✓ Level Story V Area Al ElementV ri Rhoi Element kips ft kips Roof 4.70 1114.86 1.27 0.270 0.000 Cols 5,4 r max = 0.270 Rho = 1.000 Load Case: E2 Seismic EQ_IBCO3 X -E_F Level Story V Area Ai ElementV ri Rhoi Element kips ft kips Roof 4.71 1114.86 1.41 0.299 0.000 Cols 1,2 r max = 0.299 Rho = 1.000 Load Case: E3 Seismic EQ_IBCO3 Y +E_F Level Story V Area Ai ElementV ri Rhoi Element kips ft kips Roof 4.70 1114.86 1.02 0.216 0.000 Cols 3,4 r max = 0.216 Load Case: E4 Seismic EQ IBCO3 -E_F Level Story V Area Ai ElementV ri Rhoi Element kips ft kips Roof 4.70 1114.86 1.02 0.216 0.000 Cols 5,4 Rho = 1.000 r max = 0.216 Rho = 1.000 03/27/07 09:36:37 rn L Load Case: E4 Seismic EQ IBCO3_Y_ -E_F Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips Roof 0.00 0.00 4.70 4.70 RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017- ServiceYard Building Story Shears CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P- Delta: Yes Scale Factor: 1.00 Diaphragm: Rigid Ground Level: Base Wall Mesh Criteria : Max. Allowed Distance between Nodes (ft) : 8.00 Load Case: D DeadLoad RAMUSER Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips Roof 0.00 0.00 0.00 0.00 Load Case: Lp PosLiveLoad RAMUSER Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips Roof 0.00 0.00 0.00 0.00 Load Case: El Seismic EQ_IBCO3 +E_F Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips Roof 4.70 4.70 0.00 0.00 Load Case: E2 Seismic EQ_IBCO3_X -E_F Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips Roof 4.71 4.71 0.00 0.00 Load Case: E3 Seismic EQ IBCO3_Y_ +E_F Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips Roof 0.00 0.00 4.70 4.70 R i o 03/27/07 09:36:37 r r r r fil RAM Frame #1 Load Case: D Level Roof Load Case: Lp Level Roof Load Case: El Level Roof Load Case: E2 Level Roof Load Case: E3 Level Roof Load Case: E4 Level Roof RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017- ServiceYand DeadLoad RAMUSER Shear -X Change -X Idps kips -0.13 -0.13 PosLiveLoad RAMUSER Shear -X Change -X kips kips -0.16 -0.16 Seismic EQIBCO3 X ±E F Shear -X Change -X kips kips 2.35 2.35 Seismic EQIBCO3 X_ E F Shear -X Change -X kips kips 2.35 2.35 Seismic EQIBCO3 Y +E F Shear -X Change -X kips kips 0.00 0.00 Seismic EQIBCO3 Y_ E F Shear -X Change -X kips kips 0.00 0.00 Frame Story Shears CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P- Delta: Yes Scale Factor. 1.00 Diaphragm: Rigid Ground Level: Base Wall Mesh Criteria : Max. Allowed Distance between Nodes (ft) : 8.00 Shear -Y Change -Y kips kips 0.00 0.00 Shear -Y Change -Y Idps Idps 0.00 0.00 Shear -Y Change -Y kips kips 0.06 0.06 Shear -Y Change -Y kips kips -0.15 -0.15 Shear -Y Change -Y kips kips 2.32 2.32 Shear -Y Change -Y kips kips 2.39 2.39 03/27/07 09:36:37 r 'I' Frame #2 Load Case: D Level Roof Load Case: Lp Level Roof Load Case: El Level Roof Load Case: E2 Level Roof Load Case: E3 Level Roof Load Case: E4 Level Roof RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017- ServiceYard DeadLoad RAMUSER Shear-X Change -X kips kips 0.13 0.13 PosLiveLoad RAMUSER Shear-X Change -X Idps kips 0.16 0.16 Seismic EQIBCO3 X +E F Shear -X Change -X Idps kips 2.35 2.35 Seismic EQIBCO3 X_ E F Shear -X Change -X kips kips 2.35 2.35 Seismic EQIBCO3 Y +E F Shear-X Change -X kips kips 0.00 0.00 Seismic EQIBCO3 Y -E _F Shear -X Change -X kips kips 0.00 0.00 r r r f Frame Story Shears Shear -Y Change -Y kips kips 0.00 0.00 Shear -Y Change -Y kips kips 0.00 0.00 Shear -Y Change -Y kips kips -0.06 -0.06 Shear -Y Change -Y kips kips 0.15 0.15 Shear -Y Change -Y kips kips 2.39 2.39 Shear -Y Change -Y kips kips 2.32 2.32 Page 2/2 03/27/07 09:36:37 r r r r RAM MF7WCTW CRITERIA: Rigid End Zones: Member Force Output: P- Delta: Yes Diaphragm: Rigid Ground Level: Base Wall Mesh Criteria : Max. Allowed Distance LOAD CASE DEFINITIONS: D DeadLoad Lp El E2 E3 E4 Frame #1: Node 9 11 PosLiveLoad Seismic Seismic Seismic Seismic Ignore Effects At Face of Joint Scale Factor. 1.00 Frame Reactinna, RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017- ServiceYand Building Code: UBC1 between Nodes (ft) : 8.00 RAMUSER RAMUSER EIZIBCO3_X +E F EQIBCO3_X -E F EQ_IBCO3_Y +E F EQIBCO3 Y_ E F LdC Rx Ry Rz Mir Myy Tzz kips kips kips kip-ft kip-ft kip-ft D 0.02 0.02 1.41 0.00 0.00 0.00 Lp 0.02 0.02 1.39 0.00 0.00 -0.00 El -0.54 -0.02 -0.59 0.00 0.00 0.04 E2 -0.70 0.04 -0.73 0.00 0.00 -0.09 E3 -0.03 -0.57 -0.55 0.00 0.00 -0.02 E4 0.03 -0.58 -0.51 0.00 0.00 0.02 10 D 0.04 0.01 3.93 0.00 0.00 0.00 Lp 0.05 0.01 4.66 0.00 0.00 -0.00 El -0.57 -0.02 -0.60 0.00 0.00 0.04 E2 -0.63 0.04 -0.71 0.00 0.00 -0.09 E3 -0.01 -0.59 0.37 0.00 0.00 -0.02 E4 0.01 -0.61 0.40 0.00 0.00 0.02 D 0.04 -0.02 3.50 0.00 0.00 0.00 Lp 0.05 -0.03 4.14 0.00 0.00 -0.00 El -0.61 -0.02 -0.68 0.00 0.00 0.04 E2 -0.54 0.04 -0.54 0.00 0.00 -0.09 E3 0.01 -0.59 -0.54 0.00 0.00 -0.02 E4 -0.01 -0.61 -0.58 0.00 0.00 0.02 12 D 0.02 -0.01 1.05 0.00 0.00 0.00 Lp 0.03 -0.01 0.95 0.00 0.00 -0.00 El -0.64 -0.02 -0.67 0.00 0.00 0.04 E2 -0.48 0.04 -0.56 0.00 0.00 -0.09 E3 0.03 -0.57 0.72 0.00 0.00 -0.02 03 /27/07 09:36:37 Node Frame #2: Node 13 RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017- ServiceYard Building Code: UBC1 Frame Reactityls LdC Rx Ry Rz Mxx Myy Tzz E4 -0.03 -0.59 0.69 0.00 0.00 0.02 LdC Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft D -0.02 0.02 1.41 0.00 0.00 0.00 Lp -0.02 0.02 1.39 0.00 0.00 -0.00 El -0.54 0.02 0.59 0.00 0.00 0.04 E2 -0.70 -0.04 0.73 0.00 0.00 -0.09 E3 -0.03 -0.58 -0.51 0.00 0.00 -0.02 E4 0.03 -0.57 -0.55 0.00 0.00 0.02 14 D -0.04 0.01 3.93 0.00 0.00 0.00 Lp -0.05 0.01 4.66 0.00 0.00 -0.00 El -0.57 0.02 0.60 0.00 0.00 0.04 E2 -0.63 -0.04 0.71 0.00 0.00 -0.09 E3 -0.01 -0.61 0.40 0.00 0.00 -0.02 E4 0.01 -0.59 0.37 0.00 0.00 0.02 15 D -0.04 -0.02 3.50 0.00 0.00 0.00 Lp -0.05 -0.03 4.14 0.00 0.00 -0.00 El -0.61 0.02 0.68 0.00 0.00 0.04 E2 -0.54 -0.04 0.54 0.00 0.00 -0.09 E3 0.01 -0.61 -0.58 0.00 0.00 -0.02 E4 -0.01 -0.59 -0.54 0.00 0.00 0.02 16 D -0.02 -0.01 1.05 0.00 0.00 0.00 Lp -0.03 -0.01 0.95 0.00 0.00 -0.00 El -0.64 0.02 0.67 0.00 0.00 0.04 E2 -0.48 -0.04 0.56 0.00 0.00 -0.09 E3 0.03 -0.59 0.69 0.00 0.00 -0.02 E4 -0.03 -0.57 0.72 0.00 0.00 0.02 Page 2/2 03 /27/07 09:36:37 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 r r r r r r RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017- ServiceYand Building Code: UBC1 CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P- Delta: Yes Scale Factor. 1.00 Diaphragm: Rigid Ground Level: Base Wall Mesh Criteria : Max. Allowed Distance between Nodes (ft) : 8.00 LOAD COMBINATION CRITERIA: Sds 0.854 LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER El Seismic EQIBCO3 X +E F E2 Seismic EQIBCO3_X -E F E3 Seismic EQIBCO3 +E _ F E4 Seismic EQIBCO3 Y -E F LOAD COMBINATIONS: IBC 2003 ASD I * 1.000 D 2 * 1.000 D + 1.000 Lp * 1.128 D+ 0.750 Lp + 0.750 El * 1.128 D+ 0.750 Lp + 0.750 E2 * 1.128 D +0.750 Lp +0.750 E3 * 1.128 D + 0.750 Lp + 0.750 E4 * 1.128 D + 0.750 Lp - 0.750 El 128 D + 0.750 Lp 128 D + 0.750 Lp 128D +0.750Lp 120 D + 0.700 El 120 D + 0.700 E2 120D +0.700E3 120 D + 0.700 E4 120D -0.700 E1 120D- 0.700E2 120D- 0.700E3 120 D - 0.700 E4 * 0.480 D + 0.700 El * 0.480 D + 0.700 E2 * 0.480 D + 0.700 E3 * 0.480 D + 0.700 E4 * 0.480 D - 0.700 El * 0.480 D - 0.700 E2 * 0.480 D - 0.700 E3 Code Check Summary - 0.750 E2 - 0.750 E3 - 0.750 E4 06/06/07 11 :10:17 Steel Code: AISC ASD Rho = 1.00 Rho = 1.00 Rho = 1.00 Rho = 1.00 Frame #1: Level: Roof Coo P Mmajor Mminor Vmajor Vminor LC Interact. Fy Size kips kip-ft kip-ft kips kips ksi 5 2.40 4.95 -0.01 0.53 0.00 7 0.45 H1 -3 46 HSS4X4X3 /8 6 7.56 5.15 -0.31 0.55 0.03 7 0.64 H1-1 46 HSS4X4X3 /8 7 8.46 5.25 -0.11 0.56 0.01 8 0.67 H1-1 46 HSS4X4X3 /8 8 3.18 5.39 0.14 0.57 0.02 8 0.51 H1 -3 46 HSS4X4X3 /8 Beam 6 7 8 26 • 0.480 D - 0.700 E4 * = Load combination currently selected to use P kips 0.00 0.00 -0.00 Frame #2: Level: Roof Col P kips 1 3.18 2 8.46 3 7.56 4 2.40 Beam 2 3 4 RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017- ServiceYard Building Code: UBC1 P kips 0.00 0.00 0.00 Frame #3: Level: Roof Beam P kips 5 -0.00 r r Mmajor kip-ft -16.55 -15.07 -13.80 Mminor kip-ft 0.00 -0.00 0.00 Mmajor Mminor Vmajor Vminor LC Interact. Fy Size kip-ft kip-ft kips kips ksi -5.39 0.14 0.57 0.02 4 0.51 H1-3 46 HSS4X4X3 /8 -5.25 -0.11 0.56 0.01 4 0.67 Hl -1 46 HSS4X4X3 /8 -5.15 -0.31 0.55 0.03 3 0.64 H1 -1 46 HSS4X4X3 /8 -4.95 -0.01 0.53 0.00 3 0.45 Hl -3 46 HSS4X4X3 /8 Mmajor klp-ft -13.80 -15.07 -16.55 Mminor kip-ft -0.00 0.00 -0.00 Mmajor Mminor kip-ft kip-ft 6.13 0.00 Vmajor Vminor kips kips 1.68 0.00 r r Code Check Summary LC Vmajor Vminor LC Interact. Fy Size kips kips ksi 3.18 0.00 6 0.23 Hl -3 50 W14X22 3.06 0.00 10 0.21 H1-3 50 W14X22 2.53 0.00 10 0.19 H1 -3 50 W14X22 Vmajor Vminor LC Interact. Fy Size kips kips ksi 2.53 0.00 9 0.19 HI -3 50 W14X22 3.06 0.00 9 0.21 H1 -3 50 W14X22 3.18 0.00 5 0.23 H1 -3 50 W14X22 FY ksi 4 0.38 Hl -3 50 Interact. Frame #4: Level: Roof Beam P Mmajor Mminor Vmajor Vminor LC Interact. Fy kips kip-ft kip-ft kips kips ksi Page 2/3 06/06/07 11:10:17 Steel Code: AISC ASD Size W 14X22 Size r r RAM MEA.W[N1l RAM Frame v10.0 The Cheesecake Factory, Tukwila, WA DataBase: 07017- ServiceYard Building Code: UBC1 r r r r r i Ilk i I i f Code Check Summary Page 3/3 06/06/07 11:10:17 Steel Code: AISC ASD Beam P Mmajor Mminor Vmajor Vminor LC Interact. Fy Size 10 0.00 9.93 0.00 2.61 0.00 2 0.62 H1 -3 50 W14X22 Frame #5: Level: Roof Beam P Mmajor Mminor Vmajor Vminor LC Interact Fy Size kips kip-ft kip-ft kips kips ksi 9 0.00 10.50 0.00 2.71 0.00 2 0.66 H1 -3 50 W14X22 Frame #6: Level: Roof Beam P Mmajor Mminor Vmajor Vminor LC Interact Fy Size # kips kip-ft kip-ft kips kips ksi 1 0.00 6.29 -0.00 1.75 0.00 3 0.39 111 -3 50 W14X22 2003 IECC Report Date: 02/22/07 Data filename: \ \Vaio- murrieta\h\PWD\CCF Comcheck Files\CCF - Tu cc ti r WA _. k . /:. c. Section 1: Project Information Project Title: The Cheesecake Factory Restaurant Construction Site: 205 Strander Blvd. Tukwila, WA 98188 Section 2: General Information Building Location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Project Type: Vertical Glazing / Wall Area Pct.: Building Type Restaurant Section 3: Requirements Checklist Climate - Specific Requirements: 1 COMcheck Software Version 3.3.1 Envelope Compliance Certificate Component Name/Description Owner /Agent: Tukwila, Washington 10a 5524 124 New Construction 15% Floor Area 9410 ME Co (hermit No. (a) Budget U- factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: 0 1. '- h c- er J omfsS3orl� --•af Designer /Contractor: Jeff Kushner AireMasters Air Conditioning 12556 McCann Drive Santa Fe Springs, CA 90670 562 - 944 -6302 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 5 2007 ,A- 6V City Of Tukwila B ILDIN DM ION Envelope PASSES: Design 35% better than code. Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Roof 1: Metal Roof without Thermal Blocks 9410 0.0 30.0 0.032 0.065 Exterior Wall 1: Metal Frame, 16" o.c. 7870 22.0 0.0 0.110 0.093 Window 1: Metal Frame with Thermal Break:Double Pane with 1168 — — 0.350 0.608 Low -E, Clear, SHGC 0.49 RECEIVED All joints and penetrations are caulked, gasketed or covered with a moisture vapor - permeable wrapping material installed jq OF rU i(A accordance with the manufacturer's installation instructions. O 2. Windows, doors, and skylights certified as meeting leakage requirements. O 3. Component R- values & U- factors labeled as certified. O 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. u 5. Stair, elevator shaft vents, and other dampers Integral to the building envelope are equipped with motorized dampers. u 6. Cargo doors and loading dock doors are weather sealed. u 7. Recessed lighting fixtures are: (i) Type IC rated and sealed or gasketed; or (ii) installed inside an appropriate air -tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. The Cheesecake Factory Restaurant Page 1 of 6 AR 2 9 2007 PERMITC ITEli poi-- 1 II O 8. Building entrance doors have a vestibule and equipped with closing devices. Exceptions: Building entrances with revolving doors. Doors that open directly from a space less than 3000 sq. ft. in area. u 9. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2003 IECC requirements in COMcheck Version 3.3.1 and to comply with the mandatory requirements in the Requirements Checklist. Signature 1 Date The Cheesecake Factory Restaurant Page 2 of 6 2003 IECC Report Date: 02/22/07 Data filename: \ \Vaio- murrieta\h\PWD\CCF Comcheck Files\CCF - Tukwila, WA.cck Section 1: Project Information Project Title: The Cheesecake Factory Restaurant Construction Site: 205 Strander Blvd. Tukwila, WA 98188 Section 2: General Information Building Location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Project Type: 1 COMcheck Software Version 3.3.1 Mechanical Compliance Certificate Owner /Agent: Tukwila, Washington 10a 5524 124 New Construction Section 3: Mechanical Systems List Designer /Contractor: Jeff Kushner AireMasters Air Conditioning 12556 McCann Drive Santa Fe Springs, CA 90670 562 - 944 -6302 Quantity System Type & Description 2 HVAC System 1: Heating: Central Furnace, Gas / Cooling: Rooftop Package Unit, Capacity > =90 - <135 kBtu/h, Air - Cooled Condenser l Single Zone 3 HVAC System 2: Heating: Central Furnace, Gas / Cooling: Rooftop Package Unit, Capacity > =135 - <240 kBtu/h, Air - Cooled Condenser / Single Zone 2 HVAC System 3: Heating: Central Furnace, Gas / Cooling: Rooftop Package Unit, Capacity > =240 - <760 kBtu/h, Air - Cooled Condenser/ Single Zone Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : • 1. Newly purchased heating equipment meets the heating efficiency requirements • 2. Equipment minimum efficiency: Rooftop Package Unit: 10.1 EER • 3. Integrated air economizer required Requirements Specific To: HVAC System 2 : • 1. Newly purchased heating equipment meets the heating efficiency requirements Li 2. Equipment minimum efficiency: Rooftop Package Unit: 9.5 EER 3. Integrated air economizer required Requirements Specific To: HVAC System 3 : u 1. Newly purchased heating equipment meets the heating efficiency requirements ia 2. Equipment minimum efficiency: Rooftop Package Unit: 9.3 EER, 9.51PLV ci 3. Integrated air economizer required Generic Requirements: Must be met by all systems to which the requirement is applicable: u 1. Load calculations per 2001 ASHRAE Fundamentals The Cheesecake Factory Restaurant Page 3 of 6 O 2. Plant equipment and system capacity no greater than needed to meet loads • Exception: Standby equipment automatically off when primary system is operating - Exception: Multiple units controlled to sequence operation as a function of load Li 3. Minimum one temperature control device per system O 4. Minimum one humidity control device per installed humidification/dehumidification system u 5. Thermostatic controls has 5 degrees F deadband - Exception: Thermostats requiring manual changeover between heating and cooling O 6. Automatic Controls: Setback to 55 degrees F (heat) and 85 degrees F (cool); 7-day clock, 2 -hour occupant override, 10 -hour backup - Exception: Continuously operating zones - Exception: 2 kW demand or less, submit calculations O 7. Automatic shut -off dampers on exhaust systems and supply systems with airflow >3,000 cfm O 8. Outside -air source for ventilation; system capable of reducing OSA to required minimum u 9. R -5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly - Exception: Ducts located within equipment - Exception: Ducts with interior and exterior temperature difference not exceeding 15 degrees F. • 10. Ducts sealed - longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181B tapes and mastics - Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification O 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment • 12.Operation and maintenance manual provided to building owner • 13.Balancing devices provided in accordance with IMC 603.15 O 14.Stair and elevator shaft vents are equipped with motorized dampers Section 5: Compliance Statement Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2003 IECC requirements in COMcheck Version 3.3.1 and to comply with the - d ory requirements in the Requirements Checklist. Name - Title Signa j{ARZoLb r. KosNoEtL- 2/2 Z%7 Date The Cheesecake Factory Restaurant Page 4 of 6 COMcheck Software Version 3.3.1 1 1116 1/1 Mechanical Requirements Description 2003 IECC Report Date: Data filename: \ \Vaio- murrieta■h\PWD\CCF Comcheck Files\CCF - Tukwila, WA.cck The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 : 1. The specified heating equipment is covered by Federal minimum efficiency requirements. New equipment of this type can be assumed to meet or exceed ASHRAE 90.1 Code requirements for equipment efficiency. 2. The specified heating and /or cooling equipment is covered by ASHRAE 90.1 Code and must meet the following minimum efficiency: Rooftop Package Unit: 10.1 EER 3. An integrated air economizer is required for individual cooling systems over 65 kBtu/h in the selected climate. An integrated economizer allows simultaneous operation of outdoor -air and mechanical cooling. Requirements Specific To: HVAC System 2 : 1. The specified heating equipment is covered by Federal minimum efficiency requirements. New equipment of this type can be assumed to meet or exceed ASHRAE 90.1 Code requirements for equipment efficiency. 2. The specified heating and /or cooling equipment is covered by ASHRAE 90.1 Code and must meet the following minimum efficiency: Rooftop Package Unit: 9.5 EER 3. An integrated air economizer Is required for individual cooling systems over 65 kBtu/h in the selected climate. An integrated economizer allows simultaneous operation of outdoor -air and mechanical cooling. Requirements Specific To: HVAC System 3 : 1. The specified heating equipment is covered by Federal minimum efficiency requirements. New equipment of this type can be assumed to meet or exceed ASHRAE 90.1 Code requirements for equipment efficiency. 2. The specified heating and /or cooling equipment is covered by ASHRAE 90.1 Code and must meet the following minimum efficiency: Rooftop Package Unit: 9.3 EER, 9.5 IPLV 3. An integrated air economizer is required for individual cooling systems over 65 kBtu/h in the selected climate. An integrated economizer allows simultaneous operation of outdoor -air and mechanical cooling. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. - Exception: The equipment and /or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and /or system is operating. - Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degrees F dead band (a range of temperature where no heating or cooling is provided). - Exception: Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessible 2 -hour occupant overrided) have a battery back -up capable of maintaining programmed settings for at least 10 hours without power. - Exception: A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. The Cheesecake Factory Restaurant Page 5 of 6 - Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btu/h) or less. 7. Outdoor -air supply systems with design airflow rates >3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code. If the ventilation system Is designed to supply outdoor -air quantities exceeding minimum required levels, the system must be capable of reducing outdoor -air flow to the minimum required levels. 9. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled) must be insulated with a minimum of R -5. Unconditioned spaces include attics, crawl spaces, unheated basements, and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum of R -8 when located outside the building.c) When ducts are located within exterior components (e.g., floors or roofs), minimum R-8 insulation is required only between the duct and the building exterior. - Exception: Duct insulation is not required on ducts located within equipment. - Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degrees F. 10. All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181 B. - Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification. 11. Mechanical fasteners and seals, mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple -zone terminal units. 12. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity (input and output) and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field -determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming commentsd) complete narrative of how each system is intended to operate. 13. Each supply air outlet or diffuser and each zone terminal device (such as VAV or mixing box) must have its own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork, terminal devices, and supply air diffusers. 14. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods, vents, and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: - Gravity (non - motorized) dampers are acceptable in buildings less than three stories in height above grade. - Ventilation systems serving unconditioned spaces. The Cheesecake Factory Restaurant Page 6 of 6 {3 i�r:i' �f3 At Shannon & Wilson, our mission is to be a progressive, well - managed professional consulting firm in the fields of engineering and applied earth sciences. Our goal is to perform our services with the highest degree of professionalism with due consideration to the best interests of the public, our clients, and our employees. ueotecnnicai rceport Cheesecake Factory Tukwila, Washington March 2, 2007 Submitted To: Mr. Douglas Middleton Cheesecake Factory, Inc. 11701 Mitchell North Irvine, California 92614 By: Shannon & Wilson, Inc. 400 N 34 Street, Suite 100 Seattle, Washington 98103 21 -1- 20693 -001 TABLE OF CONTENTS SHANNON &WILSON, INC. Page 1.0 INTRODUCTION 1 2.0 SITE AND PROJECT DESCRIPTION 1 3.0 SUBSURFACE EXPLORATION 2 4.0 LABORATORY TESTING 2 5.0 GEOLOGY 2 6.0 SUBSURFACE CONDITIONS 4 7.0 ENGINEERING CONCLUSIONS AND RECOMMENDATIONS 4 7.1 General 4 7.2 Seismic Design Considerations 5 7.2.1 Ground Motions 5 7.2.2 Earthquake- induced Geologic Hazards 6 7.3 Deep Foundations 7 7.3.1 Pile Design Requirements 7 7.3.2 Axial Pile Capacities 7 7.3.2.1 Augercast Piles 8 7.3.2.2 Driven -Grout Piles 8 7.3.3 Estimated Settlements of Pile Foundations 9 7.3.4 Lateral Resistance 9 7.4 Floor Slabs 10 7.5 Backfill Material, Placement, and Compaction 10 8.0 CONSTRUCTION CONSIDERATIONS 11 8.1 Site Grading, Excavation, and Temporary Cut Slopes 11 8.1.1 Site Grading 11 8.1.2 Excavations 12 8.2 Driven -grout Pile Installation 13 8.2.1 Pile - driving Equipment 13 8.2.2 Pile- driving Conditions 13 8.23 Monitoring Pile Driving 14 - 8.2.4 Vibrations and Noise Levels 14 8.3 Augercast Concrete Pile Installation 14 8.4 Wet Weather Earthwork 16 8.5 Construction Observation 17 21 -1- 20693-001- RI /wp/1KD 1 21 -1- 20693 -001 TABLE OF CONTENTS (cont.) 9.0 LIMITATIONS 17 10.0 REFERENCES 19 Figure No. LIST OF FIGURES 1 Vicinity Map 2 Site and Exploration Plan 3 Estimated Axial Capacity, 12- inch - diameter Augercast Pile 4 Estimated Axial Capacity, 14- inch - diameter Augercast Pile 21 -1- 20693 - 001 -RI /wp/1CD LIST OF APPENDICES Appendix A Subsurface Explorations B Laboratory Test Procedures and Results C Liquefaction Potential D Important Information About Your Geotechnical Report 11 SHANNON &WILSON, INC. Page 21 -1- 20693 -001 This report presents the results of subsurface explorations and geotechnical engineering studies for the proposed Cheesecake Factory restaurant near Southcenter Mall in Tukwila, Washington. The purpose of our geotechnical studies was to evaluate the subsurface conditions and formulate geotechnical engineering recommendations for use in the design and construction of the proposed project. Our geotechnical scope of services included: We provided our services in general accordance with our proposal dated January 30, 2007, which was authorized by Mr. Douglas Middleton. The proposed Cheesecake Factory is located east of the intersection of Strander Boulevard and Southcenter Parkway, as shown in the Vicinity Map, Figure 1. The proposed project site is within the parking lot on the south side of Southcenter Mall. The site is flat, at an approximate elevation of 30 feet. The proposed building footprint contains a gravel pad that is approximately 1 foot higher than the surrounding parking lot. Between 1959 and 1962, the project site was filled to the approximate existing ground surface with soils excavated from the upland slopes to the west. These fill materials were placed without systematic compaction or compaction quality control. In 1969, the site was filled and graded for construction of a Doubletree Inn Hotel. We understand the Doubletree Inn Hotel was supported on timber piling. This structure was demolished in 2006, the piles were cut off 4 feet below ground surface, and the surrounding area was graded to the current ground surface. GEOTECHNICAL REPORT CHEESECAKE FACTORY TUKWLLA, WASHINGTON 1.0 INTRODUCTION ► Drilling and sampling one soil boring. ► Performing geotechnical laboratory testing. ► Conducting engineering and seismic analyses. ► Reviewing data from previous geotechnicaI reports on nearby structures. ► Preparing this geotechnical report. 21 -1- 20693 - 001- RI /wp/LKD 2.0 SITE AND PROJECT DESCRIPTION 1 SHANNON iWILSON. INC. 21 -1- 20693 -001 21 -1- 20693 - 001- Rl.doc/wp/L ICD 3.0 SUBSURFACE EXPLORATION 4.0 LABORATORY TESTING 5.0 GEOLOGY 2 SHANNON &WILSON. INC. We understand that a hotel swimming pool occupied an area near the center of the proposed Cheesecake Factory building footprint. During demolition of the hotel, contractors removed the edges of the swimming pool, but left the bottom of the pool in place. The bottom of the swimming pool was concrete, approximately 18 to 24 inches thick, and about 10 feet below the current grade. Contractors working on the Southcenter Mall expansion backfilled the swimming pool with Type 17 structural fill, which we understand was compacted to a dense condition. The Site and Exploration Plan, Figure 2, shows the approximate location of the proposed building. We understand that the proposed building will be a one -story restaurant with typical column loads of approximately 75 kips. The structural engineer has indicated that an internal braced frame will resist lateral loads on the building. The finished floor slab of the restaurant will be at elevation 28.5 feet, approximately 2 feet lower than the floor of the former hotel at this site. We drilled and sampled one new soil boring and reviewed four previous soil borings to characterize subsurface conditions across the building site. Figure 2 shows the approximate locations of the borings. An engineer from Shannon & Wilson, Inc. determined these locations by measuring from existing features and transposing from existing site plans. The boring locations and elevations should be considered approximate. Appendix A, Subsurface Explorations, describes the methodology and procedures used for locating, drilling, and sampling the explorations. Figures A -2 through A -6 in Appendix A show the exploration logs. We performed geotechnical laboratory tests on selected samples retrieved from the borings and used these tests to determine soil index and engineering properties. An experienced technician or engineer conducted the tests in the Shannon & Wilson soils laboratory. The soil tests included visual classification, natural water content, and fines content. Appendix B, Laboratory Test Procedures and Results, describes the test methods and summarizes the test results. The boring logs in Appendix A also show the natural water content and fines contents. The project site is located in the central portion of the Puget Sound Lowland (Lowland), an elongated topographic and structural depression bordered by the Cascade Mountains on the east 21 -1- 20693 -001 21 -1- 20693. 001- RI.doc/wp/LKD 3 SHANNON &WILSON. INC. and the Olympic Mountains on the west. The Lowland is characterized by low, rolling relief with some deeply cut ravines. In general, the ground surface elevation is within 500 feet of sea level. Glacial and nonglacial sediments filled the Lowland to significant depths during the Pleistocene Epoch, although bedrock outcrops in several locations throughout the area, including the ridge approximately one mile north of the project site. Elsewhere, the rock is deeply buried by Pleistocene and Holocene sediments. The depth to bedrock below the project site is not known. Geologists generally agree that at least four major glacial events occurred in the Puget Sound during the Pleistocene Epoch. These glaciations originated in the Coastal Mountains and the Vancouver Range of British Columbia, and advanced as far south as about halfway between Olympia and Centralia (about 80 miles south of Seattle). The Pleistocene stratigraphic record in the central portion of the Lowland is a complex sequence of glacially derived and interglacial sediments. Erosion of certain deposits, as well as local deposition of colluvial and alluvial sediments, complicates the geologic story. The project site is located in the Green River Valley, in what used to be a floodplain prior to human modification of one of the source tributaries (White River) at the turn of the century. Prehistorically, the site was an active tidal flat and marine estuary at the mouth of the Green/White Rivers. During the most recent glacial event, Vashon Drift soils comprised of silt, sand, and gravel were deposited across the area. Many of the glacial deposits were overridden by the advancing glaciers and consolidated under very high loads. Following the recession of the glacial ice from the Lowland, the ground rebounded and the sea level rose. Rebound ceased about 9,000 years ago, but sea level continued to rise until about 5,000 years ago. Post - glacial erosion and fluvial processes in the Green River Valley have removed and reworked the glacial deposits. As the delta of the Green/White Rivers advanced toward the Puget Sound, the delta deposited unconsolidated estuarine soils (silt and clay) and lahar runout sediments (sand) over the dense, glacial material. A lahar flow is a gravity -driven mixture of sediment and water that originates from a volcano (Mount Rainier in this case). Lahar flows can deposit sediments many miles from the point of origin. There have been several lahar flows in the Kent and Duwamish Valleys (including the project site) over the past 5,000 years (Zehfuss et al., 2003). 21 -1- 20693 -001 7.1 General 21 -1- 20693 - 001 -R I.doc/wp/LKD 6.0 SUBSURFACE CONDITIONS SHANNON &WILSON. INC. Based on the soils encountered during the subsurface explorations, the site is underlain by a sequence of fill material, estuarine sediments, and alluvial sand and gravels. The surface fill layer, placed between 1959 and 2006, generally consists of medium dense, silty sand and gravel. At the project site, the fill is approximately 13 feet thick. The fill overlies a deposit of estuarine sediments consisting of very soft to soft silt and clay with numerous organic particles and discontinuous layers of fibrous peat. The peat layers are generally less than 1 foot thick and are often mixed with clayey silt. We also encountered discontinuous lenses and layers of loose to medium dense sand within the thicker estuarine deposit. The sand layers, likely lahar runout deposits, vary from clean to silty and are discontinuous across the site. Alluvial sediments, which consist of layers of silty sand, gravelly sand, and sandy gravel, underlie the estuarine deposit. Glacial ice has overconsolidated these granular soils, leaving them dense to very dense. 7.0 ENGINEERING CONCLUSIONS AND RECOMMENDATIONS The soils at the project site consist of uncompacted fill over variable estuarine and lahar runout deposits. Glacially consolidated soils below the estuarine deposits will provide adequate support for the proposed structure. To reach these deep deposits, we recommend using deep foundations. The adjacent Southcenter Expansion Project has used three types of deep foundations: proprietary driven -grout piles, augercast concrete piles, and driven steel pipe piles. Driven steel pipe piles have been used where the depth to the bearing layer exceeds 90 feet; however, this type of foundation is significantly more expensive than augercast or driven - grout. In our opinion, either driven -grout or augercast concrete piles would be suitable for the Cheesecake Factory project. Augercast pile lengths are typically less than 85 to 90 feet because of installation and quality control limitations. Driven -grout piles can be installed to about 90 feet deep. However, we anticipate that the bearing depth for both types of piles would be approximately 75 to 80 feet. The following paragraphs present our recommendations for deep foundations, as well as seismic design, floor slabs, and earthwork. 4 21 -1- 20693 -001 7.2 Seismic Design Considerations 7.2.1 Ground Motions SHANNON 6WILSON. INC. The project is located in a moderately active seismic region. While the region has historically experienced moderate to large earthquakes (i.e., April 13, 1949, magnitude 7.1 Olympia Earthquake; April 29, 1965, magnitude 6.5 Seattle- Tacoma Earthquake; and February 28, 2001, magnitude 6.8 Nisqually Earthquake), geologic evidence suggests that larger earthquakes have occurred in the prehistoric past and will occur in the future (e.g., magnitude 8.5 to 9.0 Cascadia Subduction Zone Interplate events, magnitude 7.5 Seattle Fault events). We understand that the project will comply with the 2003 International Building Code (IBC, 2003). IBC 2003 requires that building design consider regional seismicity. Structures must be designed for earthquake ground motions with a 2 percent chance of being exceeded in 50 years (2,500 -year recurrence). Seismological input and site soil response factors determine IBC 2003 seismic design forces. The IBC seismological inputs are short-period spectral acceleration, Ss, and spectral acceleration at the 1- second period, S 1, shown on Figure 1615 in the code. Ss and S 1 are for a maximum considered earthquake, which correspond to ground motions with a 2 percent probability of exceedance in 50 years, or about a 2,500 -year return period (with a deterministic maximum cap in some regions). The mapped spectral response acceleration (SRA) values, Ss and Si, at the project site are 1.424 gravity (g) and 0.488g, respectively. The site classification determines the site soil response factors. The liquefaction hazard calculations, discussed in Section 7.2.2, indicate that scattered zones in site soils are potentially liquefiable. Potentially liquefiable soils generally correspond to site class SF. However, because of the limited extent of potentially liquefiable soils, it is our opinion that a site class SE adequately characterizes the site subsurface conditions. Based on the site classification and spectral acceleration values, we recommend a site coefficient, F of 0.9 and a site coefficient, F", of 2.4. We understand that the proposed structure will have a period less than 0.5 second; IBC 2003 does not require a site - specific ground response evaluation for structures with periods less than 0.5 second. We have considered the effects of limited liquefaction on site stability, foundation capacity, and settlement, and present our conclusions in the following sections. 21 -1- 20693. 001- RI.dodwp/LKD 5 21 -1- 20693 -001 21 -1- 20693 - 001- R1.doc/wp/11CD 6 SHANNON 6VVILSON. INC. 7.2.2 Earthquake- induced Geologic Hazards Earthquake - induced geologic hazards that may affect a site include landsliding, fault rupture, settlement, and liquefaction and associated effects (such as loss of shear strength, bearing capacity failures, loss of lateral support, ground oscillation, and lateral spreading). Because of the flat site topography and the discontinuous liquefiable soils, we consider the risk of landsliding at this site to be low. The potential for fault rupture is also low. The nearest mapped fault (Johnson et al., 1999) is the southernmost strand of the east- west - trending Seattle Fault Zone. The Seattle Fault Zone is approximately 21/2 to 4 miles wide (north - south). The project site is located about 6 miles south of the southernmost strand. Evidence of Holocene rupture (i.e., movement within the last 10,000 years) has not been reported along the southernmost strand of the Seattle Fault. Liquefaction and related effects pose the most significant earthquake- induced geologic hazard at the site. We calculated factors of safety (FSs) against liquefaction for boring Standard Penetration Test (SPT) N- values. We used design earthquake ground motions and empirical procedures established by the National Center for Earthquake Engineering Research (NCEER)- 97- 0022 (Youd and Idriss, 1997) to calculate the FSs. We computed the FSs with IBC 2003 site class E parameters and a 0.34g peak ground acceleration (PGA) from a magnitude 7.0 source, located 7.3 kilometers away. The PGA represents the ground motion with a 2 percent likelihood of exceedance in 50 years, reduced as allowed by IBC 2003. Appendix C describes the liquefaction calculation methods and plots FSs versus depth. Some cohesionless and low- cohesion soils at the site are susceptible to liquefaction. Most of the liquefaction -prone soils are thin sand layers that are either discontinuous laterally or display widely varying fines contents. So, localized liquefaction is more likely than widespread liquefaction. Lateral spreading is not likely. Historically, soil liquefaction within about 30 feet of the ground surface has caused most liquefaction damage. More uncertainty exists in estimating liquefaction potential in deeper soils (i.e., 60 feet or greater). We estimated post- liquefaction settlement using the methods of Tokimatsu and Seed (1987). We based our calculations on the FSs against liquefaction and estimates of relative density (using correlations with corrected SPT blow counts). Based on these calculations, we expect post - liquefaction settlement of 7 to 10 inches under the site. These values should be considered estimates of post - earthquake ground behavior. Significant settlement variability, i.e., differential settlement, should be expected. 21 -1- 20693 -001 SHANNON &WILSON. INC. The design of the proposed structure should consider liquefaction at the site. For example, utility connections to the structure should be flexible. We expect piles in liquefied areas to experience downdrag forces following a design-level earthquake. Downdrag is additional vertical shear stress along the length of a pile. This additional stress is caused by post - liquefaction settlement of soils above a liquefied layer. Downdrag forces at this site would be of relatively short duration. In our opinion, pile foundations could be adequately designed and installed to withstand downdrag forces while maintaining an adequate FS against excessive settlements. We further discuss pile capacities and downdrag forces in Sections 7.3.2 and 7.3.3. 7.3 Deep Foundations 7.3.1. Pile Design Requirements In our opinion, the proposed building may be supported on either driven -grout piles or augercast concrete piles. The structural engineer's preliminary calculations show that single - column unfactored loads for the proposed Cheesecake Factory building are approximately 75 kips. We have performed analyses for 12- and 14- inch - diameter augercast piles and 16- inch - diameter driven grout piles. Our recommendations will assist the structural engineer in determining the optimum pile type, size, and depth for the anticipated column loads. We note that the remnants of the Doubletree Inn swimming pool remain below the Cheesecake Factory footprint. The precise location of this remnant structure has not been determined by our firm, but could be determined by the project civil engineer. If deep foundations will be located over the remnant swimming pool, predrilling and concrete coring will be required to remove this obstruction. 7.3.2 Axial Pile Capacities Based on the results of our analyses, it is our opinion that static loading conditions control deep foundation design. During a design-level earthquake, the sand layers surrounding some piles could liquefy to depths of about 30 to 40 feet, resulting in a temporary loss of skin friction. However, our pile capacity analyses assume that the fill material and estuarine deposits do not contribute significant skin friction resistance; therefore, loss of shear strength in these soils would not significantly reduce the allowable capacity of the piles. Post - earthquake settlements in liquefied soils could induce downdrag loads on piles on the order of 10 to 15 kips. Because the piles would be installed to develop allowable capacities with a FS of at least 2.0, a temporary downdrag load of 15 kips would reduce the FS of a 75 -kip pile to 1.8. This is an acceptable FS for pile foundations during the design-level earthquake, in our opinion. 21 -I. 20693 - 001- RI.doc/wp/LKD 7 21 -1- 20693 -001 In our opinion, temporary downdrag loads could increase loads transferred to the tip of the pile, resulting in more end- bearing resistance. This could cause settlements on the order of VI inch. We do not expect subsurface soils to settle and develop downdrag loads on pile foundations during static conditions because of the long settlement period (40 years) the site fills have already experienced. 7.3.2.1 Augercast Piles We analyzed augercast piles using an in -house computer program. We analyzed a single -pile case and did not consider group effects. The computer program determines allowable axial compressive capacity by summing allowable skin friction along the side of the pile and allowable end bearing at its tip. To determine allowable skin friction, we applied an FS of 2 to the ultimate skin friction values. Allowable end - bearing values are a function of the pile diameter and the anticipated pile settlement during loading. We estimate that augercast piles develop about 50 percent of the ultimate end - bearing capacity with about 1/2-inch of settlement. Figures 3 and 4 plot pile tip depth (penetration) versus allowable compressive and ultimate uplift capacity. We recommend that augercast piles be spaced no closer than three pile diameters (measured center to center) from either new or existing piles. At this spacing, a group reduction factor is not warranted when estimating group axial capacity. We recommend that augercast piles be drilled to bear in the medium dense to very dense alluvial sand layer that underlies the estuarine deposits at a depth of approximately 68 feet. We recommend a minimum penetration of 10 feet into the medium dense to very dense soil. 21 -1- 20693-001- R1.doc/wp/LKD 7.3.2.2 Driven -Grout Piles We have observed installation and testing of one driven -grout pile for the Southcenter Expansion project, as well as many production driven -grout piles. Robert Miner Dynamic Testing (RMDT) conducted a dynamic pile - driving analysis during test pile driving. A Shannon & Wilson field engineer observed end -of- driving conditions for the test pile and noted the configuration of steel reinforcement in the pile. Pile driving analyzer (PDA) measurements were performed for the pile when it reached a driving resistance that met the preliminary driving criteria. Before inserting the test pile center -bar, Precision Measurements (PM) bonded vibrating -wire strain gauges to the center -bar steel reinforcement at intervals of approximately 10 feet. We used the vibrating -wire strain gauges to determine axial strain in the pile during test loading 8 SHANNON 8WILSON. INC. 21 -1- 20693 -001 SHANNON &WILSON. INC. Based on the results of our analyses, the test pile program, and our continued observation of pile driving activities for the Southcenter Expansion project, it is our opinion that 16 -inch driven -grout piles could be installed to develop allowable capacities between 100 and 350 kips and would provide adequate support for the Cheesecake Factory building. We recommend that driven -grout piles be spaced no closer than three pile diameters (measured center -to- center) from either new or existing piles. We also recommend that driven -grout piles bear in the medium dense to very dense alluvial sand layer that underlies the estuarine deposits at a depth of approximately 68 feet. We recommend that our firm perform wave equation analyses to determine pile driving criteria for the pile capacity selected by the structural engineer. 7.3.3 Estimated Settlements of Pile Foundations Based on the subsurface conditions encountered in the borings, estimated pile design loads, and installation techniques, the piles would experience relatively minor settlements upon loading. We estimate total pile settlements, including elastic strain, of driven -grout piles would be less than '' /. inch, with differential settlements of about half the total settlement. Total settlement of the augercast concrete piles would be on the order of % to 1/2 inch, with differential settlements less than ' /. inch. Because of the granular nature of the bearing soils, these settlements would be primarily elastic and would occur as the load is applied. No long -term settlements are anticipated. As discussed earlier, post - liquefaction ground settlements caused by a design -level earthquake could cause augercast and driven -grout piles to settle up to 'A inch. 7.3.4 Lateral Resistance We understand that the proposed Cheesecake Factory building will resist lateral loads with an internal braced frame. For the Southcenter Expansion project, we analyzed augercast and driven -grout piles for resistance to lateral loading. We found that these types of foundations would generally experience less than I/2 inch of deflection under a 15 -kip horizontal load applied to the top of the pile. Our Southcenter Expansion lateral resistance analyses are applicable to deep foundations for the proposed Cheesecake Factory project. However, if the pile cap will resist loads larger than 15 kips, or a different type of foundation system will support the building, we recommend that we perform additional lateral resistance analyses. Lateral forces will also be resisted by passive earth pressure against pile caps. Assuming densely compacted structural fill is used as backfill, we recommend that passive resistance be estimated using an equivalent fluid density of 350 pounds per cubic foot (pcf). 21 -1- 20693 - 001- Rl.doc/wp/1.KD 9 21 -1- 20693 -001 7.4 floor Slabs SHANNON &WILSON. INC. We understand that the subgrade elevation for the proposed Cheesecake Factory building will be 28.5 feet. We also understand that the elevation of the Doubletree Inn Hotel, which previously occupied the proposed building site, was 30.5 feet. Because the proposed subgrade is 2 feet lower than the previous ground elevation, it is our opinion that a slab -on- grade, which weighs less than the 2 feet of removed soil, would settle less than ' -inch under static conditions. We anticipate that the slab -on -grade will not experience long -term settlements because of the long settlement period (40 years) and preloading the underlying soils have already experienced. Prior to slab -on -grade construction, we recommend that the Contractor proof -roll and compact the subgrade surface in accordance with our recommendations in Section 8.1.2. The Contractor should excavate any loose or soft zones detected during the compaction process and replace these areas with structural fill. For a rigid concrete slab built on compacted, very dense surfacing, we recommend using a modulus of subgrade reaction of 200 pounds per cubic inch (Pci During a design -level earthquake (2,500 -year return period), a slab -on -grade could experience 7 to 10 inches of liquefaction - induced settlement, as discussed in Section 7.2.2. Differential settlements over a 20 -foot span could be 50 to 75 percent of the total settlement. A structural slab could be considered to mitigate liquefaction - induced settlements. Floor slabs -on -grade should be placed over a 4 -inch- (minimum) thick layer of capillary break gravel and a 6 -mil (minimum) plastic sheet vapor barrier. Capillary break gravel should have a maximum particle size of'/ inch and less than 3 percent fines passing the No. 200 sieve. The capillary break should be compacted to a dense condition with at least two passes of a vibrating plate compactor. 7.5 Backfill Material, Placement, and Compaction All fill placed beneath areas to be paved or against below -grade walls (building or retaining walls) or other foundation elements should consist of structural fill. Structural fill should be placed on subgrade material that has been proof - rolled to a dense, unyielding condition. Structural fill should meet the Washington State Department of Transportation specification for Gravel Borrow (Section 9 -03.14 [1]) but should have a maximum particle size of about 3 inches. During wet weather or wet conditions, the fill should not contain more than about 5 percent fines (material passing the No. 200 mesh sieve) by weight, based on the minus'/ -inch soil fraction. Structural fill should not contain organics or deleterious material. It should be placed in 21 -1- 20693 - 001- RI.doc/wp/L KD 10 21 -1- 20693 -001 horizontal lifts and compacted to at least 95 percent of its Modified Proctor maximum dry density (American Society for Testing and Materials [ASTM] D 1557, Method C or D), and should be deemed to be in a dense and unyielding condition. The thickness of loose lifts should not exceed 8 inches for heavy equipment compactors or 4 inches for hand - operated compactors. In landscaping areas, the backfill should be compacted to at least 90 percent of the Modified Proctor maximum dry density. All utility trenches beneath flexible asphalt pavements and sidewalks also should be backfilled with Gravel Borrow; however, it should have a maximum diameter of 2 inches and should not have more than 5 percent passing the No. 200 sieve (wet sieve analysis, ASTM D 1140). Any fines should be nonplastic. The trench backfill should be placed in lifts not exceeding 4 inches if compacted with hand- operated equipment, or 8 inches if compacted with heavy equipment. Each lift should be compacted to a dense, unyielding condition and to at least 95 percent of the maximum dry density (ASTM D 1557) 18 inches or more below the pavement and/or sidewalk subgrade. We recommend a minimum cover over utilities of 2 feet from the crown of the pipes or conduits to the top of the pavement subgrade. Catch basins, utility vaults, and other structures installed flush with the pavement should be designed and constructed to transfer wheel loads to the base of the structure. Subgrade preparation for new utilities should follow the same general procedures outlined for structural fill placement. In our opinion, most of the fill soil at the site consists of silty sand with 20 to 40 percent fines. It is not suitable for reuse as structural fill unless the moisture content could be modified by scarification during warm, dry weather or lime/cement treatment. In general, we recommend that the on -site fill not be reused as structural fill because the silt content is high and this soil is moisture sensitive. 8.0 CONSTRUCTION CONSIDERATIONS 8.1 Site Grading, Excavation, and Temporary Cut Slopes 8.1.1 Site Grading For safe working conditions and prevention of ground loss, excavation slopes should be the responsibility of the Contractor, who will be at the job site to observe and control the work. All current and applicable safety regulations regarding excavation slopes and shoring should be followed. Although we did not detect the presence of soil contaminants in our borings, the contractor would need to be prepared to segregate any soils suspected of containing 21- 1- 20693.001 -R 1. doc/wp/LKD 11 SHANNON &WILSON, INC. 21 -1- 20693 -001 SHANNON &WILSON, INC contaminants. We should be notified immediately if contaminated soils are encountered or suspected during excavations. 8.1.2 Excavations Excavations could be accomplished with conventional excavating equipment, such as a dozer, front -end loader, or backhoe. For planning purposes, we recommend that temporary, unsupported, open -cut slopes be no steeper than 1.5 Horizontal to 1 Vertical (1.5H:1V) in the near - surface fill soils. Flatter cut slopes could be required where loose soils or seepage zones are encountered. We recommend that all exposed cut slopes be protected with a waterproof covering during periods of wet weather to reduce sloughing and erosion. At this time, we are not aware of any need for temporary shoring or underpinning. If temporary shoring or underpinning is needed to support cuts adjacent to existing buildings, for example, then we should be notified so that additional analyses could be performed. Excavated material (or stockpiles of construction materials or equipment) should not be placed closer to the edge of any excavation than the depth of the excavation, unless the excavation is shored and such materials are accounted for as a surcharge load on the shoring system. Site grading to prepare for slab -on -grade structures should include the following: ► Remove material from the building footprint to establish the required subgrade elevation. ► Compact the exposed upper 1.5 feet of soil with heavy, vibrating -drum rollers (or equivalent) to at least 95 percent of the Modified Proctor maximum dry density (ASTM D 1557). ► Remove any soft/loose zones noted during rolling and replace those areas with structural fill material constructed in accordance with the recommendations presented in Section 7.5. A geotechnical engineer from our firm should observe mitigation of soft/loose zones. ► Place densely compacted, free - draining, well - graded, imported sand and crushed gravel or clean, crushed rock fill in the upper 18 inches beneath the slab elevation to increase the modulus of the subgrade, if required. If it is used to provide a capillary break layer, the upper 6 inches of the imported fill should have less than 3 percent fines (based on the minus % -inch fraction) and should have a maximum size of 4 inches. Compact all structural fill to at least 95 percent of the Modified Proctor maximum dry density. ► Install a vapor barrier under slabs of heated spaces. 21 -t- 20693 - 001- R1.doc/wp/LKD 12 21 -1 -20693 -001 SHANNON &WILSON. INC. The design civil engineer should determine if sand between the vapor barrier and the concrete slab is required for concrete curing. 8.2 Driven -grout Pile Installation Driven -grout piles are a proprietary system installed by Dewitt Construction, Inc. (Vancouver, Washington). Driven -grout piles consist of a steel "boot" placed over a hollow steel driving mandrel. A hammer drives the boot and mandrel into the ground. Simultaneously, grout is pumped through the mandrel to fill the void left after driving. When driving is complete, the operator withdraws the mandrel and workers place reinforcement into the grout -filled hole. 8.2.1 Pile - driving Equipment The Contractor should design, construct, and maintain all pile- driving equipment in a manner suitable for this project. If, in the opinion of the owner, the driving equipment is inadequate or deficient, the owner should direct the Contractor to remove it from the job site. The Contractor should pay all costs for remobilizing, removing, or replacing such equipment. The Contractor should furnish the manufacturer's specifications and catalog for the proposed driving hammer. 8.2.2 Pile- driving Conditions In our opinion, pile installation for the proposed building would encounter moderate driving conditions in the upper fill materials; easy driving conditions in the soft, clayey silt deposits; and moderate to hard driving conditions in the bearing sand layer. The soft silt layers could cause misfire of diesel hammers because of the minimal driving resistance. We recommend that the Contractor use a hammer that allows variable energy settings to drive the piles. As discussed in Section 2.0, an approximately 18- to 24-inch -thick concrete slab, which was once the bottom of the Doubletree Inn Hotel swimming pool, lies near the center of the proposed building footprint. The slab is approximately 10 feet below the existing ground surface. If the Contractor installs any piles near the slab, the Contractor should be prepared to handle any obstructions the slab may cause. The Contractor will have to core through the concrete slab in order to continue driving a pile. 21 -1- 20693 - 001- R1.doc/wp/L.KD 13 21 -1- 20693 -001 8.23 Monitoring Pile Driving Shannon & Wilson personnel should observe and evaluate all pile driving by making a continuous driving record of each pile. For this purpose, the Contractor should be required to mark the pile in 1 -foot increments. During restrike, additional 1 -inch increments between the 1 -foot marks would be required. The pile - driving record would include hammer stroke (diesel hammers), blows per foot, time, date, reasons for delays, and other pertinent information. In addition, the record would include tip elevation, specified criteria, and the initials of inspectors making final acceptance of the pile. The pile - driving records should be reviewed on a daily basis. It is difficult to visually estimate the energy delivered by diesel hammers. During construction, we recommend that the Saximeter, developed by Pile Dynamic, Inc., be used to record blow counts and stroke length that would correlate to driving energy. Use of the Saximeter during pile driving can verify that the hammer is developing enough energy to achieve the required axial capacity. 8.2.4 Vibrations and Noise Levels SHANNON iWILSON, INC. Some potential exists for damage to existing nearby structures and buried utilities because of vibrations caused by pile - driving operations. If new piles are within 10 feet of existing utilities or structures, we should develop and implement pile - driving vibration criteria for those existing structures and utilities. ,.The criteria should consider the type and frequency of the vibrations, the structural design and existing condition of the structure, and the vibration effects on people. Particle velocities could be easily measured during construction using a vibration monitor (seismograph) at the nearby structures or utilities. Noise levels during pile driving could be unpleasant to humans nearby but are not likely to cause damage. The noise levels could be moderated during pile driving with various damping techniques such as a crane- mounted noise barrier. 8.3 Augercast Concrete Pile Installation Careful installation is critical to the success of long augercast piles. To install an augercast concrete pile, a continuous- flight, hollow -stem auger rotates to a predetermined depth. Next, a high- strength, sand - cement grout is pumped under controlled pressure through the center of the shaft as the auger is slowly withdrawn. By maintaining pressure in the grout line and extracting the auger no faster than an equivalent volume of grout is pumped, a continuous column of 21 -1- 20693 - 001- R1.doc/wp/LKD 14 21 -1- 20693 -001 SHANNON &WILSON. INC. concrete is formed. The Contractor could place a single reinforcing rod through the hollow stem of the auger and/or place a reinforcing cage with centering guides in the column of wet grout. Where piles are expected to experience tensile /uplift forces, the central reinforcing rod should be extended for the full length of the pile. The quality of the augercast concrete piles depends on the procedure and workmanship of the contractor who installs them. We recommend that Shannon & Wilson personnel observe the installation of augercast piles on a full -time basis to evaluate the adequacy of the construction procedures. We recommend that the contract documents require the Contractor to install a pressure gage on the pump discharge line and a counter on the grout pump. The approximate volume of grout pumped is computed by counting the number of strokes of a displacement -type grout pump. The pressure gage is used to monitor the pressure of the grout to evaluate the rate at which the auger should be extracted and to check if the auger or hoses are plugged. If insufficient grout is pumped into the auger, a proper grout column would not be formed. If the pressure in the grout line is not maintained, or if the auger is withdrawn too rapidly, the auger hole could cave, creating a discontinuity in the grout column. Either condition would reduce the load - carrying capacity of the pile. Therefore, the geotechnical engineer should observe pump calibration prior to its use. The geotechnical engineer should also check the pressure gage for proper functioning. f' The auger should not be pulled until the grout has been pumped at least 5 feet above the auger tip. It should then be withdrawn with slow, positive rotation a slow, continuous, steady pull. The 5 -foot head of grout should be maintained at all times during the withdrawal operations. The minimum grout head should be increased to 10 feet if grout settlement is observed after the auger is withdrawn. The Contractor should establish accurate methods of determining the depth of the auger at all times, such as marking the leads at 1 -foot intervals. The ratio between the volume of grout pumped and the theoretical volume of each augercast pile hole should be at least 1:10. If contaminated soil or groundwater is encountered during the augercast pile installation, the drilling spoils should be separated out, placed on plastic sheeting, and covered until environmental testing is completed and a suitable disposal location is determined. As discussed in Section 2.0, an approximately 18- to 24- inch -thick concrete slab, which was once the bottom of the Doubletree Inn Hotel swimming pool, lies near the center of the proposed building footprint. The slab is approximately 10 feet below the existing ground surface. If the Contractor installs any augercast piles near the slab, the Contractor should locate the slab and be 21 -1- 20693 - 001 -RI doc/wp/LKD 15 21 -1- 20693 -001 SHANNON WILSON, INC. prepared to handle any obstructions the slab may cause. The Contractor will have to core through the concrete slab in order to continue installing an augercast pile. 8.4 Wet Weather Earthwork In this area, wet weather generally begins in October and continues through about May, although rainy periods could occur at any time of the year. Earthwork performed during the wet weather months would cost more and take longer to complete. Groundwater levels could also be higher during the rainy season. Groundwater and surface water runoff could enter into site excavations and would need to be intercepted by drainage ditches or trench drains, or otherwise removed. The soils at the site generally contain enough silt to produce an unstable mixture when wet. Such soils are susceptible to softening when wet. Standing water on the soil surface, along with construction activity, would result in disturbance and an unstable bearing surface that could require overexcavation. The following recommendations are applicable for pile caps, general excavation, floor slabs, or pavements: ► If there is to be traffic over the exposed subgrade, the subgrade should be protected from disturbance. A lean concrete pad, about 2 or 3 inches thick (a "rat slab" or "mud slab "), could be placed immediately following excavation on the undisturbed soils. This could be done, as needed, to protect the exposed soils and act as a working surface. Overexcavation could be needed to accommodate this lean concrete pad. ► The ground surface in the construction area should be sloped and sealed with a smooth - drum roller to promote rapid runoff of precipitation, to prevent surface water from flowing into excavations, and to prevent ponding of water. • Construction should be observed on a full - time basis by Shannon & Wilson personnel to determine that all unsuitable materials are removed, suitable drainage is achieved, and appropriate bearing surface results. ► Covering work areas with plastic and/or sloping, ditching, pumping from sumps, and other dewatering measures should be employed as necessary to permit proper completion of the work. The above recommendations apply for all weather conditions but are most important for wet weather earthwork. They should be incorporated into the contract specifications for foundation and pavement construction. 21-1-20693-001-RI .doc/wp/LKD 16 21 -1- 20693 -001 8.5 Construction Observation 21-1-20693-001-RI .doc/wpILKD 9.0 LIMITATIONS 17 SHANNON &WILSON. INC. We recommend that Shannon & Wilson review those portions of the plans and specifications that pertain to foundations and earthwork to determine if they are consistent with our recommendations. We also recommend we observe the geotechnical aspects of construction, particularly the test pile program, pavement subgrade preparation, drainage, foundation installation, and backfill. This observation will allow us to verify the subsurface conditions as they are exposed during construction and to determine that the work is accomplished in accordance with our recommendations. The analyses, conclusions, and recommendations contained in this report are based on site conditions as they presently exist, and further assume that the explorations are representative of the subsurface conditions at the Tukwila Cheesecake Factory project; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the explorations. Within the limitations of the scope, schedule, and budget, the analyses, conclusions, and recommendations presented in this report were prepared in accordance with generally accepted professional geotechnical engineering principles and practice in this area at the time this report was prepared. We make no other warranty, either express or implied. Our conclusions and recommendations are based on our understanding of the project as described in this report and the site conditions as interpreted from the explorations. If, during final design and construction, subsurface conditions different from those encountered in the field explorations are observed or appear to be present during pile installation, we should be advised at once so that we could review these conditions and reconsider our recommendations where necessary. If there is substantial lapse of time between the submission of this report and the start of work at the site, or if conditions have changed because of natural forces or construction operations at or adjacent to the site, we recommend that this report be reviewed to determine the applicability of the conclusions and recommendations concerning the changed conditions or the time lapse. We recommend that we review those portions of the plans and specifications that pertain to deep foundation installation, drainage, and earthwork to determine if they are consistent with our recommendations. This report was prepared for the exclusive use of the Cheesecake Factory, Inc., its structural engineer, and other members of the design team. It should be made available to prospective 21 -1- 20693 -001 contractors for information on factual data only, and not as a warranty of subsurface conditions such as those interpreted from the exploration logs and presented in the discussions of subsurface conditions included in this report. Unanticipated soil conditions are commonly encountered and cannot fully be determined by merely by taking soil samples from a limited number of soil borings. Such unexpected conditions frequently require that additional expenditures be made to attain properly constructed projects. Therefore, some contingency fund is recommended to accommodate such potential extra costs. The scope of our geotechnical services did not include any environmental assessment or evaluation regarding the presence or absence of hazardous or toxic materials in the soil, surface water, groundwater, or air, on or below the site, or for evaluation or disposal of contaminated soils or groundwater should any be encountered, except as noted in this report. Shannon & Wilson, Inc. has prepared a document, "Important Information About Your Geotechnical Report," to assist you and others in understanding the use and limitations of our reports. This document is included in this report as Appendix D. SHANNON & WILSON, INC. Jerediy Butkovich Geotec cal Engineer JNB:MWP:TMG /jnb 21 -1- 20693- 001- RI.doc/wp/[ACD 1 EXPIRES 4/21/01 1 Martin W. Page, P.E., L.E.G. Associate 18 SHANNON &WILSON. INC. 21 -1- 20693 -001 21 -1- 20693. 001- Rl.doc/wp/LKD 10.0 REFERENCES 19 SHANNON &WILSON. INC. American Association of State Highway and Transportation Officials (AASHTO), 1993, Guide for design of pavement structures. American Society for Testing and Materials (ASTM), 2001, Annual book of standards, Construction, v. 4.08, Soil and rock (I): D 420 — D 4914: West Conshohocken, Pa. International Building Code, 2003, International Code Council, 2003. Johnson, S.Y., Dadisman, S.V., Childs, J.R., and Stanley, W.D., 1999, Active tectonics of the Seattle fault and Central Puget Sound, Washington — implications for earthquake hazards in Geological Society of America Bulletin, v. 111, no. 7, p. 1042 -1053, July. Tokimatsu, K., and Seed, H.B., 1987, Evaluation of settlements in sands due to earthquake shaking: Journal of Geotechnical Engineering, v. 113, no. 8, p. 861 -878. Youd, T.L., and Idriss, I.M., 1997, Proceedings of the NCEER Workshop on evaluation of liquefaction resistance of soils: NCEER technical report NCEER -97 -0022, December 31. Zehfuss, P.H., Atwater, B.F., Valiance, J.W., Brenniman, H., and Brown, T.A., 2003, Holocene lahars and their by- products along the historical path of the White River between Mount Rainier and Seattle: Geological Society of America Field Guide 4, p. 209 -223. 21 -1- 20693 -001 February 2007 VICINITY MAP 21 -1- 20693 -001 1 481114 S 129TH Moo -4I ST BCACX MLR • `3 Pl;r sT ALT :HS d s �ssao j ST j . . s l�r,# sr _ - S I . d 1 i FS S 1 tN T `_7 r s u7m 1' f �i J.L. Ott -..sr T]. �r . •c. ! tST ,�• _� ^I ��I'- . .:r • r� •• CY • s . -' N I ►7 _ !!S� n 1� •�# b ,�,� ' !J > S 15296 L . . w �(> } � 1. `�►'� 7,14*„.. S 1.53110 7GR7r�1A r ��wq�` S as43 r�Ae . �, klv to b .� c el --- # `r. , �. �p it PKWY :' , w !�. '� W SlfAls f , , ,-, IE.. , -,<,. ...1;.. IT ag !..y.„__F___. •RN M BLV sal. z t 4 . ', <ID HLYO pc Pc t l4 I srNm S :- • °7 BLVD ! SUM .,, I, , ,.=:� PROJECT `? , ru�fYA OGATiON 'u441 . ! �c 7 1 POND f L 3# si I S 68711 yT st d f r .p9y� z :SIM 7 DR N i C �� �1 �� r � CORPORAT I= i ' i t72ru7 0 /lid f ! S 135TH ST Scale In Miles NOTE permission granted by THOMAS BROS. MAPS ®. yrighted by Rand McNally R.L. 06 -S -27. It is or reproduce all or any part thereof, whether for resale, without permission. All rights reserved. LEGEND CF -1 f 9 Current Borings B -1 O Previous Borings J Project Site Existing Parking Garage Strander Blvd i B-1 ® B -3® B -2® 0 60 120 I Scale in Feet Mall Entrance Existing Target Store Cheesecake Factory Tukwila, Washington SITE AND EXPLORATION PLAN SHANNON & WILSON, INC. FIG. 2 Geotechnical and Environmental Consultants February 2007 21- 1- 20693 -001 Loose to medium dense, slightly gravelly silty SAND / sandy SILT (FILL) Very loose to medium dense, clean to silty SAND / sandy SILT and very soft to medium stiff, clayey SILT. Organic and PEAT layers present throughout Very soft to soft silty CLAY / clayey SILT with organics Medium dense to very dense, slightly silty to silty SAND with gravel and sandy silt pilcapsp(v2 )-3!112007 -AUGER RB-5 STATIC.xls c 0 • a 32' 19' -21' -31" -53' GENERALIZED SOIL PROFILE (.CF -1) 10 20 30 60 70 80 0 20 ESTIMATED AXIAL SHAFT CAPACITY (kips) 40 NOTES 1. Allowable compressive capacity Is a summation of allowable skin friction and mobilized end bearing. 2. Allowable skin friction is obtained using a factor of safety of 2.0 on the ultimate skin friction. Mobilized end bearing is obtained by estimating the percentage of ultimate end bearing mobilized when 0.5 inches of settlement occurs. This Is estimated to be 50 percent of the ultimate end bearing. 3. Calculations assume static loading conditions with settlement. 4. Calculations assume ground water at elevation of 25 feet ( 7 feet below existing ground surface). • • - - - Ultimate Uplift Resistance Allowable Total Capacity 60 80 ft 100 120 Cheesecake Factory Tukwila, Washington ESTIMATED AXIAL CAPACITY 12- IN -DIAM. AUGERCAST PILE March 2007 21 -1 -20693 -001 SHANNON & WILSON, INC. Geotechnicat and Environmental Consultants FIG. 3 140 Loose to medium dense, slightly gravelly silty SAND / sandy SILT (FILL) Very loose to medium dense, clean to silty SAND / sandy SILT and very soft to medium stiff, clayey SILT, Organic and PEAT layers present throughout Very soft to soft silty CLAY / clayey SILT with organics Medium dense to very dense, slightly silty to silty SAND with gravel and sandy silt pilcap6p(v2)-311 /2007 -AUGER RB -5 STATIC 14-in.xls 32' 19' -21' -31' -53' GENERALIZED SOIL PROFILE (CF -1) 10 20 30 m d 40 i 50 N 60 70 80 0 20 ESTIMATED AXIAL SHAFT CAPACITY (kips) 40 60 • NOTES 1. Allowable compressive capacity Is a summation of allowable skin friction and mobilized end bearing. 2. Allowable skin friction is obtained using a factor of safety. of 2.0 on the ultimate skin friction. Mobilized end bearing is obtained by estimating the percentage of ultimate end bearing mobilized when 0.5 inches of settlement occurs. This is estimated to be 50 percent of the ultimate end bearing. 3. Calculations assume static loading conditions with settlement. 4. Calculations assume ground water at elevation of 25 feet ( 7 feet below existing ground surface). • - - - Ultimate Uplift Resistance Allowable Total Capacity 80 100 • 120 140 160 Cheesecake Factory Tukwila, Washington ESTIMATED AXIAL CAPACITY 14 -IN -DIAM. AUGERCAST PILE March 2007 21 -1- 20693 -001 SHANNON & WILSON, INC. Geotechnical and Environmental Consultants FIG. 4 APPENDIX A SUBSURFACE EXPLORATIONS SHANNON &WILSON. INC. 21 -1- 20693 -001 Figure No. 21 -1- 20693 - 001- R1- AA/wp/LKD APPENDIX A SUBSURFACE EXPLORATIONS TABLE OF CONTENTS Page A.1 CURRENT SUBSURFACE EXPLORATIONS A -1 A.2 PREVIOUS SUBSURFACE EXPLORATIONS A -1 A.3 SOIL SAMPLING A -1 A.4 REFERENCES .. A-2 LIST OF FIGURES A -1 Soil Classification and Log Key (2 sheets) A -2 Log of Boring CF -1 A -3 Log of Boring RB -5 (November 2004) A -4 Log of Boring B -1 (July 1975) A -5 Log of Boring B -2 (July 1975) A -6 Log of Boring B -3 (July 1975) A -i SHANNON &WILSON, INC. 21 -1- 20693 -001 APPENDIX A SUBSURFACE EXPLORATIONS A.1 CURRENT SUBSURFACE EXPLORATIONS SHANNON &WILSON. INC. We performed one soil boring for the Tukwila Cheesecake Factory project on February 7, 2007. The location of the soil boring is shown on the Site and Exploration Plan, Figure 2. A representative from our firm determined the location by taping from existing site features. The log for the soil boring is presented as Figure A -2. Boart Longyear, Inc., under subcontract to Shannon & Wilson, Inc., drilled soil boring CF -1 using a CME 85 truck - mounted drill rig and mud rotary drilling techniques. The mud -rotary method consists of drilling the subsurface soils and removing the cuttings by circulation of a bentonite/water mix drilling mud. A settling tank at the ground surface collected the cuttings while the mud was recirculated into the boring. Boart Longyear, Inc. transferred all cuttings into drums and disposed of them. A.2 PREVIOUS SUBSURFACE EXPLORATIONS We evaluated subsurface information from previous explorations to supplement geotechnical information derived from the recent boring., Our firm previously performed four soil borings in the project vicinity: three in 1975 and one in 2005. Section A.4 references these studies. The soil boring designations and locations are shown on the Site and Exploration Figure 2. The logs for the soil borings are presented as Figures A -3 through A -5. A.3 SOIL SAMPLING A Shannon & Wilson, Inc. representative observed previous and current drilling operations. Our representative collected soil samples and prepared a log for each boring. During the explorations, disturbed (split- spoon) samples were retrieved from the borings at TA- to 5 -foot depth intervals. Retrieved samples were field screened for the potential presence of contamination. Field screening methods included visual and olfactory observations. To obtain disturbed soil samples, Standard Penetration Tests (SPTs) were performed in general accordance with the ASTM Designation: D 1586, Test Method for Penetration Test and 21 -1- 20693- 001 -R I - AA/wp/L.KD A-1 21 -1- 20693 -001 A.4 REFERENCES SHANNON &WILSON. INC. Split - Barrel Sampling of Soils (ASTM, 2002). The SPT consists of driving a 2 -inch outside - diameter (O.D.) split -spoon sampler a total distance of 18 inches below the bottom of the drilled hole with a 140 -pound hammer falling 30 inches. The number of blows required to cause the last 12 inches of penetration is termed the Standard Penetration Resistance (N- value). When the resistance exceeded 50 blows for 6 inches or less penetration, the test was terminated and the number of blows and the corresponding penetration were recorded. The Standard Penetration Resistance values are plotted on the boring logs presented in Appendix A. These values provide a means for evaluating the relative density of granular soils and the relative consistency (stiffness) of cohesive soils. SPT samples were classified in the field and recorded on the logs by our field representative. Samples were placed in airtight jars and returned to our laboratory for testing. American Society for Testing and Materials (ASTM), 2002, 2002 Annual book of standards, construction: West Conshohocken, Pa., volume 04.08 Soil and Rock. Shannon & Wilson, Inc., 1975, Report of soil engineering, Rainier National Bank, Tukwila, Washington: Shannon & Wilson, Inc., Seattle, Wash., report no. W-2888-01, July. Shannon .& Wilson, Inc., 2005, Geotechnical Report, Westfield Shoppingtown Southcenter Expansion, Tukwila, Washington: Shannon & Wilson, Inc., Seattle, Wash., report no. 21 -1- 20189 -004, September. 21 -I- 20693 - 001- R1- AA/wp/LKD A -2 21 -1- 20693 -001 DESCRIPTION SIEVE NUMBER AND/OR SIZE FINES < #200 (0.08 mm) SAND' - Fine - Medium - Coarse #200 to #40 (0.08 to 0.4 mm) #40 to #10 (0.4 to 2 mm) #10 to #4 (2 to 5 mm) GRAVEL* -Fine - Coarse #4 to 3/4 inch (5 to 19 mm) 3/4 to 3 inches (19 to 76 mm) COBBLES 3 to 12 inches (76 to 305 mm) BOULDERS > 12 inches (305 mm) COARSE - GRAINED SOILS FINE - GRAINED SOILS N, SPT, BLOWS /FT. RELATIVE DENSITY N, SPT, RELATIVE BLOWS /FT. CONSISTENCY 0 - 4 4 -10 10 - 30 30 - 50 Over 50 Very loose Loose Medium dense Dense Very dense Under 2 2 - 4 4 - 8 8 -15 15 - 30 Over 30 Very soft Soft Medium stiff Stiff Very stiff Hard Shannon & Wilson, Inc. (S &W), uses a soil classification system modified from the Unified Soil Classification System (USCS). Elements of the USCS and other definitions are provided on this and the following page. Soil descriptions are based on visual- manual procedures (ASTM D 2488 -93) unless otherwise noted. S &W CLASSIFICATION OF SOIL CONSTITUENTS • MAJOR constituents compose more than 50 percent, by weight, of the soil. Major consituents are capitalized (i.e., SAND). • Minor constituents compose 12 to 50 percent of the soil and precede the major constituents (i.e., silty SAND). Minor constituents preceded by "slightly" compose 5 to 12 percent of the soil (i.e., slightly silty SAND). • Trace constituents compose 0 to 5 percent of the soil (i.e., slightly silty SAND, trace of gravel). MOISTURE CONTENT DEFINITIONS Dry Absence of moisture, dusty, dry to the touch Moist Damp but no visible water Wet Visible free water, from below water table ABBREVIATIONS ATD Elev. ft FeO MgO HSA ID in lbs Mon. N NA NP OD OVA PID ppm PVC SS SPT USC WLI At Time of Drilling Elevation feet Iron Oxide Magnesium Oxide Hollow Stem Auger Inside Diameter inches pounds Monument cover Blows for last two 6 -inch increments Not applicable or not available Non plastic Outside diameter Organic vapor analyzer Photo-ionization detector parts per million Polyvinyl Chloride Split spoon sampler Standard penetration test Unified soil classification Water level indicator GRAIN SIZE DEFINITION • Unless otherwise noted, sand and gravel, when present, range from fine to coarse in grain size. RELATIVE DENSITY / CONSISTENCY WELL AND OTHER SYMBOLS EIMMI ::I Bent. Cement Grout Bentonite Grout Bentonite Chips Silica Sand PVC Screen Vibrating Wire ∎ Q Surface Cement Asphalt or Cap Slough Bedrock Cheesecake Factory Tukwila, Washington SOIL CLASSIFICATION AND LOG KEY February 2007 21 -1- 20693 -001 SHANNON & WILSON, INC. FIG. A -1 Geotec nicat and Environmental Consonants Sheet 1 of 2 a �' `[' 27h74t� 4G � �, c{"4'�� N ,. y n } rw., nAV K - a -^i. ^' Y k.. d7.i� 1 GL 'fi vN'� •I OJ CSIF t'�0�lSI'EAI� (US -� ��,,; � , - �s,:v; E[l;'S CA S S t.J�fy, 't"'JtY k'f 4PI{ £ ?y,�. , - ; 3 �y' da � t i b T y�� y�y�t >y TMg 1 � 98,8� 248 &93 }y ; � x., f� Y?f�{ N '�' 41Y � 8 :. :., ; ....rt .S:•.. x '.4 �! 4 MAJOR DIVISIONS GROUP /GRAPHIC SYMBOL TYPICAL DESCRIPTION COARSE- GRAINED GRAINED SOILS (more than 50% retained on No. 200 sieve) Gravels (more than 50% of coarse fraction retained on No. 4 sieve) Clean Gravels (less than 5% fines) GW - s • Iv • ` Well -graded ravels, ravels, gravellsand mixtures,little or no fines. GP , t3 O • l a, ,, _- t C — Poorly graded gravels, gravel -sand mixtures, little or no fines Gravels with Fines (more than 12% fines) GM r Silty gravels, gravel-sand-silt mixtures GC I� � Clay gravel-sand-clay Sands (50% or more of coarse fraction passes the No. 4 sieve) Clean Sands (less than 5% fines) SW little Well-graded ad fi sands gravelly sands, SP Poorly graded sand, gravelly sands, little or no fines S ands with Fines (more than 12% fines) SM Silty sands, sand -silt mixtures SC Clayey sands, sand -clay mixtures FIN -G LINED (50% or more passes the No. 200 sieve) Silts and Clays (liquid limit less than 50) Inorganic ML Inorganic silts of low to medium plasticity, rock flour, sandy silts, gravelly silts, or clayey silts with slight plasticity CL Inorganic clays of low to medium stlry Gay gg ,l e an )days ys s andy clays, Organic OL a asuaryand organic silty clays of Silts and Cla Ys (liquid limit 50 or more) Inorganic MH Inorganic silts, micaceous or diatomaceous fine sands or silty soils, elastic silt CH Inorganic clays or medium to high pl sandy fat clay, or gravelly fat y Organic OH 4 Organic clays of medium to high plasticity, organic silts ORGANIC SOILS Primarily organ c matter, dark in color, and organic odor PT • :, + w w ' ww ~rind Peat, humus, swamp soils with high organic content (see ASTM D 4427) NOTE: No. 4 size = 5 mm; No. 200 size = 0.075 mm NOTES 1. Dual symbols (symbols separated by a hyphen, i.e., SP -SM, slightly silty fine SAND) are used for soils with between 5% and 12% fines or when the liquid limit and plasticity index values plot in the CL -ML area of the plasticity chart. 2. Borderline symbols (symbols separated by a slash, i.e., CUML, silty CLAY /clayey SILT; GW/SW, sandy GRAVEUgravelly SAND) indicate that the soil may fall into one of two possible basic groups. Cheesecake Factory Tukwila, Washington SOIL CLASSIFICATION AND LOG KEY February 2007 21 -1- 20693 -001 SHANNON & WILSON, INC. FIG. A -1 Geotechnical and Environmental Consultants Sheet 2 of 2 BORING CLASS2 21 Total Depth: 86.5 ft. Northing: Drilling Method: Mud Rotary Hole Diam.: 6 in. Top Elevation: — 30 ft. Easting: Drilling Company: Boart Longyear Rod Type: 2 -inch Vert. Datum: Station: Drill Rig Equipment: Truck Rig Hammer TypeRope and Cathead Horiz. Datum: Offset: Other Comments: SOIL DESCRIPTION Refer to the report text for a proper understanding of the subsurface materials and drilling methods. The stratification lines indicated below represent the approximate boundaries between material types, and the transition may be gradual. Medium dense to dense, light brown to gray, slightly sandy, silty GRAVEL; moist; (Fill) GP. Medium dense, gray, silty, fine to medium 13.0 ii SAND, trace of gravel; moist; stratified, 17.0 IIII scattered oxidized zones; (Alluvium) SP. Medium stiff, brown -gray, slightly sandy SILT, 23.0 trace of wood fragments; moist; thinly bedded; (Alluvium) ML. 29.0 Medium dense, black, silty, fine SAND; moist; 'I" finely bedded; (Alluvium) SM. 33.0 Stiff, brown to gray, fine sandy SILT; moist; interbedded with wood and organics; (Alluvium) MUPT. Medium dense, gray to black, slightly silty to silty, fine to medium SAND; moist; bedded; (Alluvium) SP- SM /SM. Very soft to medium stiff, light to dark gray, 53.0 silty CLAY /clayey SILT; moist; massive; (Alluvium) CH /MH. 0 Dense to very dense, dark gray, silty, fine to medium SAND; moist; faintly bedded, scattered shell fragments, trace of gravel at 85 feet; (Alluvium) SM. BOTTOM OF BORING COMPLETED 2/7 /2007 LEGEND • Sample Not Recovered I Standard Penetration Test 68.0 86.5 o 6 l 10= 11= 121 131 141 1s= 16= 17= NOTES 1. Refer to KEY for explanation of symbols, codes, abbreviations and definitions. 2. Groundwater level, if indicated above, is for the date specified and may vary. 3. USCS designation is based on visual- manual classification and selected lab testing. 4. The hole location was measured using a cloth tape from existing site features and should be considered approximate. c P. co a d) PENETRATION RESISTANCE (blows/foot) • Hammer Wt. & Drop: 140 lbs /30 inches 20 Cheesecake Factory Tukwila, Washington 40 20 40 % Fines (<0.o75mm) • % Water Content Plastic Limit F- - Liquid Limit Natural Water Content LOG OF BORING CF -1 February 2007 21 -1- 20693 -001 SHANNON & WILSON, INC. Geolechnical and Environmental consultants FIG. A -2 60 60 2 U J Total Depth: 83 ft. Northing: Drilling Method: Hole Diam.: Top Elevation: - 28 ft. Easting: Drilling Company. Rod Type: Vert. Datum: Station: Drill Rig Equipment: Hammer Type: Horiz. Datum: Offset Other Comments: SOIL DESCRIPTION Refer to the report text for a proper understanding of the subsurface materials and drilling methods. The stratification lines indicated below represent the approximate boundaries between material types, and the transition may be gradual. 1 3 -inch asphalt concrete; 9 -inch compacted / r base course. Medium dense to dense /very stiff, gray to light brown, silty, fine SAND and slightly sandy SILT, trace of gravel; moist; (Fill) SM /ML. r Loose, brownish -gray, slightly gravelly, silty \SAND; wet; sand is well graded; SM. - Very soft, gray, clayey SILT; moist; ML. r Loose to medium dense, dark gray, clean to slightly silty, very fine SAND; wet; occasional ,organics; SP. • Medium stiff, brown to dark gray, silty CLAY /clayey SILT, trace of fine sand, \numerous organics; moist; MUCL. Medium dense, dark gray, fine to medium SAND; wet; SP. Very loose /soft, dark gray, varved, very fine to fine silty SAND and sandy SILT; wet; -\ numerous organics; strong sulfur odor; SM/ML. r r Very soft to soft, gray to dark gray, silty CLAY /clayey SILT; moist; organics at top of layer, strong sulfur odor, MH /CH. f Medium dense to very dense, gray, slightly silty to silty, fine to coarse SAND, becomes gravelly towards bottom; wet; scattered shells; SM. BOTTOM OF BORING COMPLETED 11/9/2004 d a) 0 1.0 12.0 17.0 21.0 31.0 38.0 47.5 53.0 63.0 83.0 .0 E to moo J. co m 0. E co to 1= 2= 3 =E 4_* 5= 6= 7= e= 9= 10= 111 12= 13= 14= 15= 16= 17= 181 19= 20= 21= C 7 .- o .c n 0, 0 10 20 30 40 50 60 70 80 90 0 PENETRATION RESISTANCE (blows/foot) L Hammer Wt. & Drop: 20 40 60 • Sample Not Recovered E Environmental Sample Obtained I Standard Penetration Test LEGEND Y Ground Water Level ATD NOTES 1. Refer to KEY for explanation of symbols, codes. abbreviations and definitions. 2. Groundwater level, if indicated above, is for the date specified and may vary. 3. USCS designation is based on visual- manual classification and selected lab testing. 0 20 Plastic Limit Liquid Limit Natural Water Content Westfield Shoppingtown Southcenter Expansion Tukwila, Washington 40 LOG OF BORING RB -5 May 2006 21 -1- 20189 -005 c s ON S ic. FIG. A -3 60 • M$ tii 11111$[ WWI etitlt't M Mt PM We IN WNW ata•t. tae V'r km. MOM tint salt tut tt stnv.'Ikt Ifi/ Fl&'4( A -q 'I 'I II 'I 'I 'I 'I 'I NI t1I .tt 11 It a7.e If 04 os Ii•{ utttltl•M Muse isms 1atkua V1e/tt I Ir /.I. snot nut cane 1 e'e.1. tt{e.tut Int IOW • Unit aft scanm ntcugu 111111 e •_ Milt tit•t ulna islet 1tettt nuns ustt 11111111 111111111. San $0m (tTEE OFFICE LOG OF BORING 8-1 11LT ins 11- 2(1101 VIIMION S ILlt3R. r IC Nt?tctu i tittiNMYS file; Ill /ntt•tictl•M fate Ktttlttt tit iittriNi/c Mitts tat Mt an tut mottos at K'!Hitt_ • =Ig a f 01.1161••• • '1" IUISII 6 II FiGuRE A-S I II UM OMIT Misled PPM at00 r rs.s. met tnes stint re.s. nm•eut net wow • suns sit amnia Mums 1114, .-- tall • 'mat tint Pato MUIR Matt siu l Stun/tattle mit Mitlizt 111 liatt M4* Knits 1111 MI1 III IS Tomislis sal..116411514. 1111111C11111111 tin SINTIMEITEI cif ICE CC BORING B-2 1.11 1W ip4Us-1 IMMO* 114 a t. Wittleett44 tOtitenril F16o l( A -1 snit . that ttiti►ti :;� 11114tu • 11141 ert Itct * luT_u ustn: twig Atm utatt utn mast Kutictlin att:46t Inttlttatttl oast tttf ti I1 tiit i�sit l ant, nit mu so 14 ulttntw sst' 1rat ] APPENDIX B LABORATORY TEST PROCEDURES AND RESULTS SHANNON &WILSON. INC. 21 -1- 20693 -001 Page B.1 INTRODUCTION B -1 B.2 VISUAL CLASSIFICATION B-1 . B.3 WATER CONTENT DETERMINATION B -1 B.4 FINES CONTENT B-2 21-1-20466-001 -R 1 -A B/wp /LKD APPENDIX B LABORATORY TEST PROCEDURES AND RESULTS TABLE OF CONTENTS B -i SHANNON &WILSON. INC. 21 -1- 20693 -001 • B.1 INTRODUCTION LABORATORY TEST PROCEDURES AND RESULTS This appendix contains descriptions of the procedures and the results of laboratory tests performed on the soil samples obtained from the field exploration for the Cheesecake Factory project in Tukwila, Washington. We tested the samples to determine the basic index properties and the engineering characteristics of the soils within the project site. The Shannon & Wilson, Inc. laboratory in Seattle, Washington conducted the testing during February 2007. Laboratory testing consisted of visual classification on all soil samples, natural moisture content determination on all soil samples, and fines content on five soil samples. B.2 VISUAL CLASSIFICATION APPENDIX B B.3 WATER CONTENT DETERMINATION SHANNON &WILSON. INC. Each of the soil samples recovered from the borings were visually reclassified in our laboratory using a system based on the American Society for Testing and Materials' (ASTM) Designation: D 2487, Standard Test Method for Classification of Soil for Engineering Purposes and ASTM Designation: D 2488, Standard Recommended Practice for Description of Soils (Visual- Manual Procedure). These ASTM standards use the Unified Soil Classification System (USCS). The USCS is described in Figure A -1. The visual classification made using this system allows for convenient and consistent comparison of soils from widespread geographic areas. The individual sample classifications have been incorporated into the soil descriptions on the boring logs presented in Figures A -2 through A -6. The natural water content of 17 soil samples recovered from the field explorations were determined in general accordance with ASTM Designation: D 2216, Standard Method of Laboratory Determination of Water (Moisture) Content of Soil, Rock, and Soil- Aggregate Mixtures. Comparison of natural water content of a soil with its index properties can be useful in American Society for Testing and Materials (ASTM), 2002, 2002 Annual book of standards, Construction v. 04.08, Soil and rock (I): D 420 — D 5779: West Conshohocken, Pa. 21 -1- 20693 - 001 -R I- AB.dodwp/LKD B -1 21 -1- 20693 -001 • SHANNON &WILSON, INC. characterizing soil unit weight, consistency, compressibility, and strength. Water contents are plotted on the boring logs presented in Appendix A. B.4 FINES CONTENT Fines content determinations were performed on selected samples of granular soils in general accordance with ASTM D 422, Standard Method for Particle -Size Analysis of Soils. Fines contents are plotted on the boring logs presented in Appendix A. Fines contents are used to assist in classifying soils and to provide correlation with soil properties, including permeability, capillarity, susceptibility to liquefaction, and sensitivity to moisture. 21 -1- 20693 - 001 -RI- AB.doc/wp /LKD B-2 21 -1- 20693 -001 APPENDIX C LIQUEFACTION POTENTIAL SHANNON &WILSON. INC. 21 -1- 20693 -001 Figure No. 21 -1- 20693 - 001- R1- AGwp/LKD APPENDIX C LIQUEFACTION POTENTIAL TABLE OF CONTENTS Page C.1 LIQUEFACTION POTENTIAL C -1 C.2 REFERENCE C -1 LIST OF FIGURES C -1 Results of Liquefaction Analyses, Boring CF -1 C -2 Results of Liquefaction Analyses, Boring RB -5 C -i SHANNON &WILSON, INC. 21 -1- 20693 -001 C.1 LIQUEFACTION POTENTIAL APPENDIX C LIQUEFACTION POTENTIAL SHANNON &WILSON. INC. Liquefaction potential of the subsurface soils was estimated using the Standard Penetration Test (SPT) N- values for samples obtained in the borings and their measured fines content. The factor of safety against liquefaction was determined for each SPT based on Seed's simplified empirical procedure and in accordance with National Center for Earthquake Engineering Research (NCEER) technical report NCEER -97 -0022 (Youd and Idriss, 1997). Factors of safety were calculated for ground motions consistent with the recommended design ground motions (i.e., earthquake magnitude of 7 and a peak ground acceleration of 0.34g). The calculated factors of safety for each boring are plotted on Figures C -1 and C -2. C.2 REFERENCE Youd, T.L., and Idriss, I.M., 1997, Proceedings of the NCEER Workshop on evaluation of liquefaction resistance of soils: NCEER technical report NCEER -97 -0022, December 31. 21 -1- 20693 - 001- R1- AGwp/L[CD C -1 21 -1- 20693 -001 Med. dense to dense, slightly sandy silty GRAVEL; Fill (GP) Med. dense silty SAND (SM) Med. stiff slightly sandy SILT (ML) Med. dense slightly silty fine SAND (SP- SM) Stiff fine sandy SILT (SM) Med. dense fine to medium SAND (SP) Very soft silty CLAY /clayey SILT (CH/MH) Dense to very dense fine to medium SAND (SM) 3/1r po7- LlOUEF_CF- 1.zis•author SUBSURFACE PROFILE (Based on Boring CF -1) V 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0• - 10 20 60 70 80 NOTES: FACTOR -OF- SAFETY AGAINST LIQUEFACTION (FS) 1. Reference: Youd, T.L. and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Liquefaction Resistance of Soils. 2. The analysis was performed for an earthquake with a magnitude of 7 and a peak ground acceleration of 0.34g. 3. The liquefaction resistance of a soil is dependent on its density and fines content. The fines content was estimated based on selected grain -size analyses and engineering judgement. 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.5 • • • Cheesecake Factory Tukwila, Washington • • RESULTS OF LIQUEFACTION ANALYSES BORING CF -1 March 2007 21 -1- 20693 -001 SHANNON & WILSON, INC. FIG. C - Geotechnical and Environmental Consultants Med. Dense to dense, v. stiff, silty SAND; Fill, (SM) Loose, brown-gray, slightly gravelly, silty SAND; (SM) V. soft, gray, clayey SILT; (ML) Loose to med. Dense, dark gray, slightly silty, very fine SAND; (SP-SM) Med stiff, brown to dark gray, silty CLAY and clayey SILT, numerous organics; ML/CL Medium dense, dark gray, fine to medium SAND; (SP) Med. Dense, dark gray, varved fine silty SAND/sandy SILT; (SM/ML) Very soft to soft, gray to dark gray silty CLAY and clayey SILT; (MFVCH) 3/1/2007-LIOLIEFffi3-5.4s-author 4, SUBSURFACE PROFILE (Based on Boring RB-5) 0 10 so 60 NOTES: 0.0 01 FACTOR-OF-SAFETY AGAINST LIQUEFACTION (FS) 02 0.3 0.4 OS 0.6 07 06 0.9 1.0 1.1 1.2 13 1.4 13 • 1. Reference: Youd, T.L. and Idriss, LM., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Uquefaction Resistance of Soils. 2. The analysis was performed for an earthquake with a magnitude of 7 and a peak ground acceleration of 0.34g. 3. The liquefaction resistance of a soil is dependent on its density and fines content The fines content was estimated based on selected grain-size analyses and engineering judgement. 0 • Westfield Shop p ingtown Southcenter Expansion Tukwila, Washington • • • • • • • • RESULTS OF LIQUEFACTION ANALYSES BORING RB-5 March 2007 21-1-20189-001 SHANNON & WILSON, INC. FIG. C - 2 Geotechnical and Environmental Consultants 4 APPENDIX D IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL REPORT SHANNON &WILSON. INC. 21 -1- 20693 -001 THE CONSULTANT'S REPORT IS BASED ON PROJECT-SPECIFIC FACTORS. SUBSURFACE CONDITIONS CAN CHANGE. SHANNON & WILSON, INC. Geotechnical and Environmental Consultants MOST RECOMMENDATIONS ARE PROFESSIONAL JUDGMENTS. Attachment to and part of Report 21 -1- 20693 -001 Date: March 2, 2007 To: Mr. Douglas Middleton Cheesecake Factory, Inc. IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL /ENVIRONMENTAL REPORT CONSULTING SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND FOR SPECIFIC CLIENTS. Consultants prepare reports to meet the specific needs of specific individuals. A report prepared for a civil engineer may not be adequate for a construction contractor or even another civil engineer. Unless indicated otherwise, your consultant prepared your report expressly for you and expressly for the purposes you indicated. No one other than you should apply this report for its intended purpose without first conferring with the consultant. No party should apply this report for any purpose other than that originally contemplated without first conferring with the consultant. Ageotechnical/environmental report is based on a subsurface exploration plan designed to consider a unique set of project-specific factors. Depending on the project, these may include: the general nature of the structure and property involved; its size and configuration; its historical use and practice; the location of the structure on the site and its orientation; other improvements such as access roads, parking lots, and underground utilities; and the additional risk created by scope -of- service limitations imposed by the client. To help avoid costly problems, ask the consultant to evaluate how any factors that change subsequent to the date of the report may affect the recommendations. Unless your consultant indicates otherwise, your report should not be used: (1) when the nature of the proposed project is changed (for example, if an office building will be erected instead of a parking garage, or if a refrigerated warehouse will be built instead of an unrefrigerated one, or chemicals are discovered on or near the site); (2) when the size, elevation, or configuration of the proposed project is altered; (3) when the location or orientation of the proposed project is modified; (4) when there is a change of ownership; or (5) for application to an adjacent site. Consultants cannot accept responsibility for problems that may occur if they are not consulted after factors which were considered in the development of the report have changed. Subsurface conditions may be affected as a result of natural processes or human activity. Because a geotechnical/environmental report is based on conditions that existed at the time of subsurface exploration, construction decisions should not be based on a report whose adequacy may have been affected by time. Ask the consultant to advise if additional tests are desirable before construction starts; for example, groundwater conditions commonly vary seasonally. Construction operations at or adjacent to the site and natural events such as floods, earthquakes, or groundwater fluctuations may also affect subsurface conditions and, thus, the continuing adequacy of a geotechnicaUenvironmental report. The consultant should be kept apprised of any such events, and should be consulted to determine if additional tests are necessary. Site exploration and testing identifies actual surface and subsurface conditions only at those points where samples are taken. The data were extrapolated by your consultant, who then applied judgment to render an opinion about overall subsurface conditions. The actual interface between materials may be far more gradual or abrupt than your report indicates. Actual conditions in areas not sampled may differ from those predicted in your report. While nothing can be done to prevent such situations, you and your consultant can work together to help reduce their impacts. Retaining your consultant to observe subsurface construction operations can be particularly beneficial in this respect. Page 1 of 2 1/2007 A REPORTS CONCLUSIONS ARE PRELIMINARY. The conclusions contained in your consultant's report are preliminary because they must be based on the assumption that conditions revealed through selective exploratory sampling are indicative of actual conditions throughout a site. Actual subsurface conditions can be discerned only during earthwork; therefore, you should retain your consultant to observe actual conditions and to provide conclusions. Only the consultant who prepared the report is fully familiar with the background information needed to determine whether or not the report's recommendations based on those conclusions are valid and whether or not the contractor is abiding by applicable recommendations. The consultant who developed your report cannot assume responsibility or liability for the adequacy of the report's recommendations if another party is retained to observe construction. THE CONSULTANTS REPORT IS SUBJECT TO MISINTERPRETATION. Costly problems can occur when other design professionals develop their plans based on misinterpretation of a geotechnical/environmental report. To help avoid these problems, the consultant should be retained to work with other project design professionals to explain relevant geotechnical, geological, hydrogeological, and environmental findings, and to review the adequacy of their plans and specifications relative to these issues. BORING LOGS AND /OR MONITORING WELL DATA SHOULD NOT BE SEPARATED FROM THE REPORT. Final boring logs developed by the consultant are based upon interpretation of field logs (assembled by site personnel), field test results, and laboratory and/or office evaluation of field samples and data. Only final boring logs and data are customarily included in geotechnical/environmental reports. These fmal logs should not, under any circumstances, be redrawn for inclusion in architectural or other design drawings, because drafters may commit errors or omissions in the transfer process. To reduce the likelihood of boring log or monitoring well misinterpretation, contractors should be given ready access to the complete geotechnical engineering/environmental report prepared or authorized for their use. If access is provided only to the report prepared for you, you should advise contractors of the report's limitations, assuming that a contractor was not one of the specific persons for whom the report was prepared, and that developing construction cost estimates was not one of the specific purposes for which it was prepared. While a contractor may gain important knowledge from a report prepared for another party, the contractor should discuss the report with your consultant and perform the additional or alternative work believed necessary to obtain the data specifically appropriate for construction cost estimating purposes. Some clients hold the mistaken impression that simply disclaiming responsibility for the accuracy of subsurface information always insulates them from attendant liability. Providing the best available information to contractors helps prevent costly construction problems and the adversarial attitudes that aggravate them to a disproportionate scale. READ RESPONSIBIUTY CLAUSES CLOSELY. Because geotechnical/environmental engineering is based extensively on judgment and opinion, it is far less exact than other design disciplines. This situation has resulted in wholly unwarranted claims being lodged against consultants. To help prevent this problem, consultants have developed a number of clauses for use in their contracts, reports and other documents. These responsibility clauses are not exculpatory clauses designed to transfer the consultant's liabilities to other parties; rather, they are definitive clauses that identify where the consultant's responsibilities begin and end. Their use helps all parties involved recognize their individual responsibilities and take appropriate action. Some of these definitive clauses are likely to appear in your report, and you are encouraged to read them closely. Your consultant will be pleased to give full and frank answers to your questions. The preceding paragraphs are based on information provided by the ASFE/Association of Engineering Firms Practicing in the Geosciences, Silver Spring, Maryland Page 2 of 2 1/2007 Reid iddleton July 16, 2007 File No. 262007.005/00703 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Final Submittal Cheesecake Factory, Phase 2 -steel structure (D07 -119) Dear Mr. Benedicto: RECEIVED Cam ; r 'r!WILA J11 1 3 ?ITT We reviewed the proposed project for compliance with the structural provisions of the 2003 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant has responded successfully to our comments. Portions of the structural design have been deferred by the structural engineer for submittal to the city of Tukwila until after issuance of the initial building permit. The applicant should recognize that the city of Tukwila may require the issuance of additional permits. The following deferred submittals are identified: 1. Design drawings for awnings and canopies (i.e., exterior elevations). Structural special inspections by qualified special inspectors should be provided. Note that the special inspections for Phase 1- foundation are included in our letter to the city of Tukwila, dated June 8, 2007, and are repeated below. The following is a summary: 1. Construction of auger -cast concrete piles: Continuous. 2. Concrete placement at concrete construction: Continuous. 3. Reinforcement at concrete construction: Periodic. 4. Anchor bolts /rods at concrete foundation: Continuous. 5. Installation of concrete adhesive anchors: Continuous. 6. Masonry construction, including mortar, reinforcement and structural connections (i.e., Detail 14 /S 1.1): Periodic. 7. Grout placement at masonry construction: Continuous. 8. Fabrication and erection of structural steel: Periodic. 9. Structural welding of structural steel for single -pass fillet welds (maximum 5/16 - inch) and roof deck welds: Periodic. 10. Structural welding of structural steel, other than single -pass fillet welds (maximum 5/16 -inch) and roof deck welds (i.e., Detail 9/S4): Continuous. Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fox: 425 741 -3900 Mr. Bob Benedicto, Building Official City of Tukwila July 16, 2007 File No. 262007.005/00703 Page 2 11. High - strength bolting of structural steel other than slip - critical: Periodic. 12. High - strength bolting of structural steel, slip - critical, where applicable: Continuous. Structural tests by qualified special inspectors and other methods of verification, as applicable, should be provided. The following is a summary: 1. Testing of concrete for specified compressive strength (f c ), air content and slump. 2. Nondestructive testing of complete-joint-penetration (and partial-joint- penetration, where applicable) groove - welded joints at special steel moment frames. The section of the structural notes on structural observation, Sheet S 1, specifies structural observation by the structural engineer. Enclosed are two sets of the revised structural drawings, one set of the original architectural drawings, structural calculations, geotechnical report, and correspondence from the architect and structural engineer for your records. If you have any questions or need additional clarification, please contact us. Sincerely, Reid ► iddleton, Inc. Corbin Hammer, P.E. P , lip Br. il, P.E., S.E. S - nior Engineer Project Engineer Enclosures cc: Doug Middleton, Cheesecake Factory (by e-mail) Ron Shimaji, Shimaji and Lascola (by e-mail) dls\ 26\ planrevw \tukwila \07 \t007r3.doc \prb Reid iddleton S H I M A J I L A S C O L A structural engineers 23882 birtcher drive lake forest. ca. 92630 (949)770- 9967tel (949)770 -9542 fax City of Tukwila Commercial Plan Corrections Re: The Cheesecake Factory File No. 262007.005/00701 Gentlemen: The following is our response list to the Structural comments: 5. See calculation page E62 which shows the maximum force that can be delivered to the system. This is already on this page. All the appropriate calculations were designed to this force. 5a. See calculation pages E66A and E66B. The gusset plates have been increased to 5/8" thickness based on these calculations. 5b. The correct detail, 24/S8, has been referenced throughout the roof framing plan. Note 9 in the framing notes has been corrected to indicate 24/S8. This detail is already on the drawings that were previously submitted. Please call if you have any questions. Sincerely, Shimaji & Lascola, Inc. Ronald K. Shimaji n June 26, 2007 ARCHITECTS A )( D E S I G N CONSORTIUM 1920 E. Katella Ave S u i t e S Orange. CA 92867 Tel (714) 997 -9734 Fax (714) 997-7193 June 7, 2007 RESPONSE TO PLAN CHECK CORRECTIONS — ARCHITECTURAL COMMENTS The Cheesecake Factory Westfield Southcenter Mall 230 Strander Boulevard, Tukwila, Wa 98188 Reviewed by Philip Brazil with Reid Middleton, Inc. (Senior Engineer plans reviewer (425) 741 -3800 Responses to Architectural comments: Item # 1 : See our updated Title -sheet (sheet TS) where we added the deferred Submittals. Item #2 : See our new sheet A8.5, where we added new heavy -duty suspended ceiling details. Please call me at (714)997-97 extension if you have any questions. Sincerely, Al A. Cadena Architects Design Consortium, Inc. f: \0 \0517 \windoc \plan check response 2 - building.doc r. 10 9 Per 11 1 M A J 1 L A S C O L A structural engineers 23682 birtcher drive lakeforest.ca.92530 (949)770- 99671e1 (949)770- 9542fax City of Tukwila Commercial Plan Corrections Re: The Cheesecake Factory File No. 262007.005/00701 Gentlemen: The following is our response list to the Structural comments: 1. All of these items are listed in the 1BC Tables on sheet S 1. 2. See sheet S l . 3. The Sds value has been revised to 0.854. 4. The load combinations are correct and the appropriate value for Sds has been used, see page E33. 5. Since the tower above the entry is considered a penthouse, the lateral system used is a SCBF and is compatible with the SMRF system for the main roof per IBC 1617.6.2.3.1. 6. The SCBF brace design is on pages E61 through E66. 7. The roof diaphragm has been designed per IBC (16 -63) on page E19 and is adequate. Please call if you have any questions. Sincerely, Shimaji Rona • Shimaji BDCon 1 June 6, 2007 Reid iddleton June 20, 2007 File No. 262007.005/00702 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Second Submittal Cheesecake Factory, Phase 2 -steel structure (D07 -119) Dear Mr. Benedicto: RECEIVED 'JUN 21 2001' COMMUNITY DEVELO N PME EN NT We reviewed the proposed project for compliance with the structural provisions of the 2003 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant has successfully responded to most of our comments. There are some comments that the applicant has not responded to, and there are others that are new attributed to the applicant's response. The applicant should address the comments below. Note that the "WSxx" code references are to Washington State Amendments of the applicable code. Responses to the review comments below should be made in an itemized letter form. We recommend the permit applicant have the architect and structural engineer respond and resubmit two sets of the revised structural drawings and one copy of the supplemental structural calculations for additional review. All information should be submitted directly to Reid Middleton, Inc. Geotechnical No comments. Architectural Our previous comments, Number 1 relating to deferred submittals for awnings and canopies and Number 2 relating to missing details for the support of suspended ceiling systems, are not addressed by the applicant. The applicant should respond to these review comments. Please refer to our first review comments dated May 9, 2007 for details. Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 Mr. Bob Benedicto, Building Official City of Tukwila June 20, 2007 File No. 262007.005/00702 Page 2 Structural General Foundation No comments. Vertical No comments. Lateral The applicant had successfully responded to our Comments 1 to 4. 5. The applicant has changed the designated lateral force resisting system from Ordinary Braced Frames to Special Concentrically Braced Frames (SCFBs). The design of the connections at the SCFBs should be revised. The connections are required to be designed for the expected tensile strength (R F A of the braces or the maximum force that can be delivered to the system. The calculations do not appear to consider these design requirements. Substantiating data should be submitted verifying structural adequacy. The structural design may need to be revised. Please verify. See IBC Section 2205.2.2 and Section 13.3a of AISC 341 -02 (AISC- seismic). Guidance on the definition of the maximum force that can be delivered to the system can be found the C13.3a of AISC 341 -05. 5a) The design of the gusset plate connections for the SCFBs does not appear to address the requirements of AISC 341 -02 Section 13.3c. Substantiating data should be submitted verifying structural adequacy. The structural design may need to be revised. Please verify. 5b) Detail 12/S5 is referenced for the detailing of the Special Steel Moment Frame Connections. This detail was not included in the revised planes that were submitted. The detail for the Special Steel Moment Frame Connections should be submitted for review. The applicant had successfully responded to the remaining Comments 6 and 7. Reid iddleton Mr. Bob Benedicto, Building Official City of Tukwila June 20, 2007 File No. 262007.005/00702 Page 3 Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Building Code as it relates to the project. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. Senior Engineer Farhad Row anzamir, P.E. Corbin Hammer. P.E cc: Doug Middleton, Cheesecake Factory (by surface mail) Ron Shimaji, Shimaji and Lascola (by surface mail) Al A. Cadena, Architects Design Consortium (by surface mail) mmt: \ doc \26 \planrevw \tukwila \07 \t007r2. doc\fr Project Engineer Reid iddleton May 14, 2007 Douglas Middleton 17701 Mitchell N Irvine CA 92614 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -119 The Cheesecake Factory — 230 Strander Bl Dear Mr. Middleton, This letter is to inform you of corrections that must be addressed before your development permits) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Moira Carr Bradshaw at 206 431 -3651, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted throueh the mail or by a messenner service. If you have any questions, please contact me at (206) 431 -3760. Sincerely encl File No. D07 -119 City of Tukwila AVM arshall ician P:\Pemrit Ccnter'Comction Letters \ 2007007 -119 Correction LIT #1.DOC 1e Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 631)1) SnnthrPnt•r Rnnlovard .Cnity it1n1) • Tukwila Wachlnotnn OR1RR • Phnno• 7fA_A21_2A711 - r.,... 11AG 411 ahhc DATE: CONTACT: RE: ADDRESS: FROM: PLANNING DIVISION COMMENTS 30 April 2007 Douglas Middleton D07 -119 230 Strander Bl Moira Carr Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 3651; mbradshaw @ci.tukwila.wa.us Provide a correct A1.0 and a landscape pin that complies with BAR Notice of Decision (4/27/07) Recycling area is required and must equal at least 33 square feet (TMC 18.52.090) and/or the same size as the trash area. Please indicate on the plan where/how recycling will be accommodated. For your information: All exterior signage that is visible from the public rights of way must receive a separate sign permit. Reid iddleton May 9, 2007 File No. 262007.005/00701 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — First Submittal Cheesecake Factory, Phase 2 -steel structure (D07 -119) Dear Mr. Benedicto: MAY 10 1001 We reviewed the proposed project for compliance with the structural provisions of the 2003 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant should address the comments below. Note that the "WSxx" code references are to Washington State Amendments of the applicable code. Responses to the review comments below should be made in an itemized letter form. We recommend the permit applicant have the architect and structural engineer respond and resubmit two sets of the revised structural drawings and one copy of the supplemental structural calculations for additional review. All information should be submitted directly to Reid Middleton, Inc. Geotechnical No comments. Architectural 1. Portions of the structural design have been deferred by the structural engineer for submittal to the city of Tukwila until after issuance of the initial building permit. See IBC Section 106.3.4.2. The following deferred submittals are identified: a. Design drawings for awnings and canopies (i.e., exterior elevations). 2. Details for the support of suspended ceiling systems do not appear to be included in the architectural or structural drawings. Details should be added to the drawings to enable review. A note specifying heavy -duty suspended ceiling support systems should be included with the details. Support systems other than heavy -duty are not permitted in buildings assigned to seismic design category D. See IBC Section 1621.1 and Section 9.6.2.6.2.2(a) of ASCE 7 -02. Refer to the structural drawings for the seismic design category. D5 -�l zoo Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 Mr. Bob Benedicto, Building Official City of Tukwila May 9, 2007 File No. 262007.005/00701 Page 2 Structural General 1. Structural special inspections by qualified special inspectors should be provided. See IBC Sections 1704 and 1707. Note that the special inspections for Phase 1- foundation are included in our letter to the city of Tukwila, dated May 1, 2007, and are repeated below. The following is a summary: a. Construction of auger -cast concrete piles: Continuous, see also Section 1704.8. b. Concrete placement at concrete construction: Continuous, see also Section 1704.4. c. Reinforcement at concrete construction: Periodic, see also Section 1704.4. d. Anchor bolts /rods at concrete foundation: Continuous, see also Sections 1704.4 and 1707.1. e. Installation of concrete adhesive anchors: Continuous, see also Section 1704.13. f. Masonry construction, including mortar, reinforcement and structural connections (i.e., Detail 14/S1.1): Periodic, see also Section 1704.5.2. g. Grout placement at masonry construction: Continuous, see also Section 1704.5.2. h. Fabrication and erection of structural steel: Periodic, see also Section 1704.3. i. Structural welding of structural steel for single -pass fillet welds (maximum 5/16 - inch) and roof deck welds: Periodic, see also Section 1704.3. j. Structural welding of structural steel, other than single -pass fillet welds (maximum 5/16 -inch) and roof deck welds (i.e., Detail 9/S4): Continuous, see also Section 1704.3. k. High - strength bolting of structural steel other than slip - critical: Periodic, see also Section 1704.3. 1. High - strength bolting of structural steel, slip - critical, where applicable: Continuous, see also IBC Section 1704.3, Section M5.4 of the AISC Specification (AISC -LRFD or AISC -ASD), and RCSC Section 9.3. 2. Structural tests by qualified special inspectors and other methods of verification, as applicable, should be provided. Please refer to our letter for Phase 1 (foundation), dated May 1, 2007 for further information. Reid iddleton Mr. Bob Benedicto, Building Official City of Tukwila May 9, 2007 File No. 262007.005/00701 Page 3 Foundation No comments. Vertical No comments. Lateral 3. The load combinations from the RAM Frame analysis reported on pages E19- E20 of the calculations are based on a reported design spectral response accelerations at short periods (SDS) of 0.4 g. The SDS value for this project, however, is 0.854 g as reported on page E2 of the calculations. The RAM Frame analysis should be revised and resubmitted for review. The structural design may need to be revised. Please verify. 4. The building is required to be designed for load combinations that include earthquake- induced vertical load effects. The RAM Frame analysis appears to consider these load combinations but they are based on an inadequate SDS value of 0.4 g as discussed in the comment above. The analysis and the structural design should be revised as noted above. The applicable load combinations are noted below for your reference. See IBC Section 1617.1 and Section 9.5.2.7 of ASCE 7 -02. a. E = p QE b. E = P QE rne + 0.2 SDS D. - 0.2 SDS D. 5. The seismic - force - resisting system at the high roof appears to consist of ordinary steel concentrically braced frames designed with a response modification factor (R) of 3.5 consistent with the ordinary steel moment frames at the main roof. Please verify. 6. The design of the braces at the ordinary steel concentrically braced frames should be revised. The members of such frames are required to be designed for amplified seismic loads and the connections are required to be designed for the expected tensile strength (R Fy A of the braces. The calculations do not appear to consider these design requirements. Substantiating data should be submitted verifying structural adequacy. The structural design may need to be revised. Please verify. See IBC Section 2205.2.2 and Section 14.2 of AISC 341 -02 (AISC- seismic).] Reid iddleton Mr. Bob Benedicto, Building Official City of Tukwila May 9, 2007 File No. 262007.005/00701 Page 4 P'ilip Brazil, ' .E., S.E. enior Engineer 7. Based on our review, the roof diaphragm does not appear structurally adequate to support lateral design forces. The calculations do not appear to consider these structural demands on the diaphragm. Substantiating data should be submitted verifying structural adequacy. The structural design may need to be revised. Please verify. Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Building Code as it relates to the project. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. cc: Doug Middleton, Cheesecake Factory (by surface mail) Ron Shimaji, Shimaji and Lascola (by surface mail) dop:\ doc\ 26\ planrevw \tkwila \07 \t007r1.doc \prb Reid iddleton April 12, 2007 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review The Cheesecake Factory — D07 -119 230 Strander Bl, Tukwila Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 2003 International Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Sincerely, Brenda Holt, Permit Coordinator encl city of Tukwila Department of Community Development Steve Lancaster, Director xc: Permit File No. D07 -119 Steven M. Mullet, Mayor H:1Documents\Structural Consultant\D07 -119 - structural review.DOC Page 1 of 1 bh 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 April 6, 2007 Douglas Middleton 17701 Mitchell N Irvine CA 92614 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Development Permit Application D07 -119 The Cheesecake Factory — 230 Strander Bl Dear Mr. Middleton: Steven M Mullet, Mayor This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 29, 2007 is determined to be incomplete. Before your application can continue the plan review process the following item from the following department needs to be addressed: Building Department: Ken Nelsen, at 206 431 -3677, if you have any questions concerning the following comment. Enclosures File: D07 -119 1. Provide soils report for structural review. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. P:Uennifer\Incomplete Letters\2007\D07 -119 Incomplete Ltr #1.DOC ]e 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • 1 ublic Health Seattle & King County HEALTHY PEOPLE. HEALTHY COMMUNITIES. David Fleming, MD, Director and Health Officer March 21, 2007 Steve Parker Trimark Raygal, Inc 2719 White Rd Irvine, CA 92614 RE: PLANS AND SPECIFICATIONS FOR: The Cheesecake Factory at 633 Westfield Southcenter Mall, Tukwila, WA (98188) SR1137877 P/E (6743 — Risk 3) Dear Mr. Parker: The plans and specifications for the above new project have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health (The Food Code) are hereby APPROVED. Your establishment has been assigned the following plan review service number (SRI137877). Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator /owner shall: 1. Complete the enclosed application for the annual operations permit if you don't have a current permit. Include a copy of this letter when applying for the annual permit. Please call me prior to paying for your permit to verify the correct fee. Be advised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. 2. Obtain a preoperational inspection approval. Contact me at 206- 205 -1903 at least one week in advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Your application for a food service establishment permit from Public Health Seattle & King County may be approved during this inspection, however it is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $100.00 fee for a repeat inspection. If you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter and I look forward to seeing you soon. Diane Agasid Bondoc, R.S. Plans Examiner Alder Square Office DAB Enclosures Alder Square Environmental Health Services 1404 Central Avenue South, Suite 101 • Kent, WA 98032 T 206 - 296 -4708 F 206 - 296 -0163 TTY 711 • www.metrokc.gov /health glay °City of Seattle Gregory J. Nickels, Mayor RECEIVED CITY OFTUKWII A MAR 2 9 ?OH PERMITCENTER Voi 1 11 King County Ron Sims, Executive DEPARTMENTS: Building Division Public Works Comments: Documents/routing slip.doc 2-28-02 ..PERMIT COORD COPY �- PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -119 DATE: 07 -20 -07 PROJECT NAME: THE CHEESECAKE FACTORY SITE ADDRESS: 230 STRANDER BL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07-24-07 Complete C Incomplete ❑ Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO ING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DATE: Pln ng Division Permit Coordinator n DUE DATE: 08-21 -07 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -119 DATE: 04 -11 -07 PROJECT NAME: THE CHEESECAKE FACTORY SITE ADDRESS: 230 STRANDER BL Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEP RTMEN�: Bu lding ision Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Ei Incomplete Comments: Structural„ „ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: -1 - b� TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: Documents/routing slip.doc 2 -28 -02 ,,PERMIT COORD COPY Approved with Conditions ❑ Fire Prevention ❑ Planning Division I DATE: Permit Coordinator No further Review Required Permit Center Use Only CORRECTION LETTER MAILED: (NM Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initial , s DUE DATE: 04-12-07 Not Applicable ❑ El DUE DATE: 05-10-07 Not Approved (attach comments) E REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D07 -119 PROJECT NAME: THE CHEESECAKE FACTORY SITE ADDRESS: 230 STRANDER BL X Original Plan Submittal Response to Correction Letter # Revision # DATE: 03 -29 -07 Response to Incomplete Letter # After Permit Issued DEPARTMENTS: uilding Division P blic Works t /w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Permit Center Use Only �{' INCOMPLETE LETTER MAILED: V ��yy�� t' �l.c t o-- LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:_] TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28-02 REVIEWER'S INITIALS: Approved ❑ Notation: REVIEWER'S INITIALS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Structural ❑ Permit Coordinator 4 - v1 Incomplete ❑ Structural Review Required APPROVALS OR CORRECTIONS: 51iAWE Fire Prevention Approved with Conditions El No further Review Required DATE: DATE: Planning Division O DUE DATE: 04-03-07 Not Applicable ❑ DUE DATE: 05-01-07 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Summary of Revision: %applications\forms - applications on li ne\revision submittal Created: 8 -13 -2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: fsttp : //www.ci.tukwila.wa.us • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7 Plan Check/Permit Number: — I1 ❑ Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner 111 .Os Alt Project Name: Project Address: 29, ly Contact Person: 1MA (T ial C7p ( 4 W Entered in Permits Plus on Steven M. Mullet, Mayor Steve Lancaster, Director CI J,,RFCE9v 0 JUL 2 0 2087 L A 4 ""Egrr1� , -, Phone Number: 4 11i t 4 – `t Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center bye I /vi L City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206- 431 -3665 Web site: /tttp : //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mai4 fax; etc. Date: 4'11''01 Plan Check/Permit Number: (J Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner 4W 814$4,111/v v Contact Person: f Vl Mr, 1,,a, Phone Number: Summary of Revision: Project Name: Project Address: (,opi F 4 ( Coifs lAtropl lapplicationslfonns- applications on linelnwision submittal Created: 8 -13 -2004 Revised: Dr's - Steven M Mullet, Mayor Steve Lancaster, Director C WOFTUionn APR 1 1 'int PERMITCENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: rd N. (u Entered in Permits Plus on '4' t l -oi License Information License GBMANI *211N9 Licensee Name G B MANNISTO, INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600335247 Ind. Ins. Account Id Business Type CORPORATION Address 1 14982 N 83RD PL STE 200 Address 2 City SCOTTSDALE County OUT OF STATE State AZ Zip 85260 Phone 6029983030 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/29/1979 Expiration Date 4/30/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date MANNISTO, GARY B 01/01/1980 ASHTON, JOHN E 01/01/1980 Look Up a Contractor, Electri&in or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond #5 Bond Company Name HARTFORD FIRE INS CO Bond Account Number 5188351225B Effective Date 04/01/2002 Expiration Date Until Cancelled Cancel Date Impaired Date Bond Amount $12,000.00 Received Date 04/29/2002 HARTFORD hops: // fortress .wa.gov /lni/bbip /printer.aspx ?License= GBMANI *211N9 07/25/2007 12 et 6a - L00aisa /s - maul6 11 6\ 1 .0•01•01\0.00401- V \soLO\OVJ - 4 la P i M i i ril 2 1 ; i 11 0 04 4 i iii : ii § t � 1 4 I 1 1 ri qi lh d el ip g p i ig It. Ill I& ! 11 fi 10 li 1 1 i 1 0 W It! 1 11 il ill! !I li li 110 !I III :li 1 0 li 141 i§ li ?.g !II li , ill III 1 A li . al lo d • 9 41 11 PP !@ 1 li 2; ell li 31 1! — ev ai ui r 4 >s 4 a ci ai .r ehinitAAA >1> EIL p g e 3 h E1 ii iIiiU 4 g�� 1 1 g $ 3 � 7 � � @��i���3 Midi aCi�����t►C usA$; HSAtjAi HAW dim-4 1 1 Y ip ; eh 2 hop -421 iog 1 11 CO Jh �a����a� 3����3�y§��1111111111t�� � &�n���ffoeo��e a�$idi8s$etg�R8a : 0 I DIP Pi 11 !! hi° MAIM/ hill3111111111111111 1 It 1 to z 4 tt :1, 411 t,„ 1 givE i t z 411 2 4 1 its411- q" t! gs ° t 11 P t 1 q l e 1 ° i 4 11 g ig t°I " t! : 1 i 11 1 8 1 P! 8° "t 411 3Rig Oil rg° 10 ; 1 !In It 10 tP g ill 1 11 III it 1 ' g 1 i h 1 ! el F fahl 8 kI Y 't' g 1 'ON 6 1/ W21 12° )- thl tist 0 11! kt 00 iiitt 1 p 1 01 1 1 1 ill MI tj 1 1 il il 11 1 f " 1 1 11/5 DI /hi did 11 N ir !Ill 11 I r: T 11 : I N: 11 ! 1:1 1 :: ::!:1N !I % 1111 ill 1114 loll 1111 1 . dili II! 411m 61111 lii 11 1! 1 ' ' 1 1 * '; 11,9 II 4; i ill 41 1 2g 14 g Irl hi ilg !V If t N a1 • • U1 4) E � 11 4i 14 !iP 111 Ill !R! 61 IT&I mil :14 Mit M gli §1; Nill sit's '41 he o 11 101 poi 114; 4 "1 ! 11 t211 fklb ;1111 !I NI lit III 141 11'0 iiiW ill nth hri tt a 0 2 / ILI 4 1 4 KA 1 : ce g,s g g $ a In/ iiii i W 1 1 1 a � a� Md IP I - LOOd /ca /c - aaaaaaaaa IId 6PI • LOOZ/CUC • 6 i1+' a!-i 1C 16- 1■ 2 6• 0 4 6 •0\COLO \0\•.7 - SV1/ 0 \ COLO \ - 700 cj o r w Ip r q e § n h r 6 q CID NM drat • 4D LOOanzn - gag, R was •sf \s,i se44 \0Vd - �VV 0 s 0 gl ill 11 !!! !!!! Il lg e 0! 0 1g g < ; If ti P g / 1 101 1 !Ili 1111 li 4 il Ili !I Po N / q ! Y II r Yin i A 1 I jP d li d r lli b f bh g!190 r i la Is 4 r !! 1 °! 1 il i li Nii I NO 1 11 1 4 1W1 010 gal 1 jik ° I - n 1 1.0 1- 38 r m h fl dill i tae ae! ill 00 a 11; 0 Enin 00 /•! . i c1 g 1 q 1 Y1 ,! g 111 itoihts I 1 1 1 11 gl 1 :k 0 Pm 2 1 tt F Q n Fl i ge iTd 7CC - LOOirLi176 • v 620• sl;\sioiwX- TC\n•s\is•MC[OLOWC•J • ,. T T T t I \ • W \I r i 1 I .� ,... 1 I I 1 1 1 I . I; R K g ill 111 I !I Ili i ilot iii_i illiiiii I 1 Pi 1110114 'NI i IN mil 112 1 mi li 1 1! pi 1111 0 11 11 Jo '0111; 11111111111i !ill 1 1 1 1 1 ii 1 li ri! Il l m 0 414 Ifil! liti Ilw 4 ill: li l ilt y !Ili !! l ,,,, 11111 WWI i iiii 1111 !hi !II tcs i � fi. 11 .M . 40000 + A Ia :1 A 0•••.. W 101M ! ' 0A • I' �IMIN. 40 MO 14, 001001210 . r r a 001001210 0 10100 ► ►: +cr ib th W20 40 . MMM1 1) .1...., . i ,-, , I- •.,..'I':•; .+\ It • li - .1.1111w.....,....1,l......I : . ... I•n1II1n• • 1 1 1 . 1 �• ,, .• 111.1. , 11,11 ill.. • 11•.i •••.wwws•rtl .•t11.N... ± _ • I 111 I • !iuy�,: 7 r'•13:334.tryt4,. • • 1 1 �.�..,......, . .\'p,. .1I ,G r• ...... 1• 1•I UI 01 00 • ■"" a ; r • 06100. A22 3 M MIA ••1 •. 1 AMA A. z 1111 •A.• =1 - LOO?/L ?/t 90 omIsea - JVV — 1•T7f.`7 - r U0.. • •500 - %.. s 1\•,Jiri1• 04 \•A •ws• y \IA1.U\0%•A 641% MI 00 6 a 0 • MEND CNN CIN • • MC W tt iwyggi APLIP 1 1 :llfighel h I g eag 0 11 4 10 MB 0§ !Op 111111111 11 88686 YM IrlIM>$f11 "0A19 a30Nb211S 0£3 "TWIN 2 anawISSM afASIMUS 11222112 riciPg.areoa%0 g e !I 1 4 1 1 1 II I Oil l ig li$1110J1 litEI2 a u 2222 Vigaihrli! Old WC • LOOJ: /Ld /C • 00,0130>c0[0\r,00x- eivit0040.0% 0110 \0\+A - Dvv r • kik WV 00 • I • 100 WF NV 0011 • /000/0. /1 • u# N+'•NM•N \240✓11.21 9 R \•1• 1 0 1 .V\6 /U U \I/ JVV N -1-m 1111 I 1 1111111N 11. 11 1111111114111111111 11 ; 11 11114111111111116 Illili1111111111111111mingl • • • • • r • .~ 0 • S 0 a 44414 r • • M•. • 4r N ., ..I� :,... , 11)% 1444 • \ . •'•n.rr..r.t.,. c..• Vir • wk I M ewwH 44414 • 1110111111 1. I I 1 • I • 1. 41444 4 • 1 C, • • • I!• • t 1 •• • ( lil.i:.L .. ' \ 11 1 . . - ._.___ • , 1 • 07/14/09 004 14.0 SDP 41:4 C, t�D to dD MO\0910 \A- sh11t4 \Ts- Xr's1• \es -s dG 4G 3 A i 1 111111111111riir 1111 111011 pi 0 aRmszePrpr ”irov:apoillu r §811pm q § I !-‘ 9P 1-7 07/14/09 009 11.0 SDO C ro4x0910\4- 14p44 \744Xrs<s\ ts- 404e4rp C 4 11 I IN Pm 111 ti op 11 we I � &01 �a�lh=�3��il g� a���bg itoppliquilp4111111 umpli M IN t G or 11 I gi 11111 Vgi, 1 C 07/14/09 009 an 142 SOD "a° m ; . a u a u u _ ; g 11 1 pi oi 3 1> Y it 19 Igh II gg 14 11 !I O -3 111 1 111 11 i g 11 ill q 1 1 lai 3 IT • AAC rl\0 \0709\•- 0,pts \TS- Xr•sr•s\t•-ww24 �^ 4'3 - 2/29/8007 11` �ii:Y 12.84 PM $P �I r sit 1 0111110'1 AA4 110 100 r. \MO'gr. \A •shss ls\ Is •%rs ►s\ is •Ilrwels� IUr441 '1 I •1 44 MOM to , 1144011111 s • e4444 b M I V = Ip•\ 0\ AkOlkA •Shsses \i1- wos /s1N•r',mama • 1■ I«0 • Mu - 0/1171800( PM NoNM! i(P ♦ Oaf POOP - 1 . t I ISPIPPIPSISSI1 11222221 181888 J 1i111111111P bd 00 )(14�Pm 14.0 {00 rl\0031"6116*Sh\I9- 47I•\ 41.1114.•0 1 MC • mow Y09\A••Ms /s\ 0 0 2 0 0 ANC • rl\ 010709 \A•sMetsVS•ArM•4\40- Nete - P /PO/P00t - 4 f! PM 07/14/09 004 IM 142 MIS r••0\091R \•- •Msts \T•- Xrs.s\ t. pdY•.Mr (144.4.4.‘440444)14140) tbne I m TOW 01 111111111 !I 11 q I i Ptig L P 11 11 prg:TZT ZT ig iggIN 84 1 ' g l il l O tsecakirtactog WESTFIELD SOUTHCENTER MALL 205 STRANDER BLVD., TUKWILA, WA 98188 AM• • 1•\0\0 /0:1 \A•11nss11\T••ArN••°1 °144/(14110 • 4/.3/8001 - UPM PM c gii 4i 0 N 3 a to F. N = 0 A t'A : 4 v► N .I W 1 111 1 1 1 0 : 111i11 1 0.11 1 1 q uilliq b a !III 1 11!' ,s . . I!H ! sa..a „ tghl x Op ra t a a �e 07/14/09 004 w I414,0 SOO r.\ 0\ 091R\A••h••t• \Ts- Xrsrs\ts•0wd•0 h I Is I 1 VOM UM/ UP9 rOpi 1001 4� 111 R if Pq gill! 0 tliqo g g M4I 0711% l 0 11 It•gl gi gi III Hi i ll 101 444 1 NI pin 111 IN 01 F42 gli iig8 igE 111 r iiiiiii01 PM NW Unit 1 UH4R1 ama - S A I W :II! g g 4 4 1 a 4 g qxgs 0' ?14 3g 1 IR 4q g/ lI ° P › ggg 411 11 1 147i I:1 1111:i UN 14 111 I gilli Ili OP 0 po R p $ 1 - V j mi elga f$ 16so 41, m 11 g ppW3 _41 la g Rgei P ;0 4hh ql 01 41 Ri 061r r :14 e l 010 11 NI 1 61 1 1 1 11 1 i 1 po gi PP fo; Ping P n 111 1 11 1 i ir io l 4111 hig Oh 1 1 11 1 ogg-i Oh 0 g !, 1 li i 21 1P01 Ij PONWSP: P/ ORXI2L 0 � " F 11! f lip 6 r pil ali q hi 1111 1 PI T 1 2 11 1 1? 15%11 111;1 g ill ql R s R ag R ▪ • 4•ss • • td •■••1 w C. s Pr) CAD 4 9 • s e • • • • a 4 0 � 4f11 01 al I MC • roA070 :1 \A•pwole\ li•1•d/p • I/t//41001 • 1417 YM, m i4va r :•) ' wI 2I I� 7 FIXED SEATS A ; 18 FIXED SEATS • ....,......»_........m. • • AM: • rA4h6 1/,111 \11 .440'1\ 0/0:Ao00*N* • M• /k3/11007 - 11:409 PM IAAC - P, \0� 700 =1,11,\Mn1/ Aoce l.l1AC MYA.d1. • ! /6M7 • 7107 pM OIJN 44. ANN • WESTFIELD SOUTHCENTER MALL 205 STRANDER BLVD., TUKWILA, WA 98188 1 k lt E im ; I 0 s 1 lg 1 i 1 i I 4 r co @ IE 1 . < g a o N 2 0 O 4 q111 1$ P 111 gli P 4 111 00 WOON000 ...01.100 —.#V10W —.0— .M0. a • D 11114110 sip g :1 X AXVOlg w w Na 1 1 ill ill i §4g f f oif hi 00 m 1§- a rrir 143; u� `' `, § § 1§ .4 .4 a. 0 0 1 1 - ;y vO iv O tnt 80 it! V Fs a 0 n • NjF 5tH DETPJL 26INO FOR Pr MK I r ANDARP WHEELCHAIR SCALE ® TYP. ROUND BOOTH • TA3.E LESS, TVP/GAL i#2 • r-pr 31 32 33 LAVATORY CLEARANCES (Calif. Title 24 / ADA) THRESHOLD FINISH FLOOR SIDE ELEVATION 32' GLR. VESTI RULE a e- • • Mae NAPl ffiff iOMI 12151'EMISER THRESHOLD I 5 Pu E 29 I I i STANDARD WHEELCHAIR ® TYPICAL DINING TABLE L t NT' NINE GLE'R r 1 =� : I TA ELE L. TYPICAL 11-0 V z ii TAELE • i: COIN LOT OR ONTROL 18' MIN. (INTERIOR) 24' MIN. (EXTERIOR) t 18' MN. L CLEAR -4 FLOOR I SPADE I I J 30' 10. PLAN SCALE = 28 s�• I'-O' SCALE V2• s r-o• DOOR 1 :2 MAX SLOPE T a _ =i I _ Lee OF 1724145 QR SPACE PULL SIDE Xs12' IF DOOR HAS BOTH A LATCH I CLOSER PUSH SiDE PAPER TOWEL SLOT I' : LZISPETNSBR I WASTE RECEPTACLE 30 N °. V z Y • a 8 C N Y SEE DETAIL 30/HO FOR R RDER INFORMATION NOT 510004 JERE- CLEAR LEVEL FLOOR SPACE t J FRONT APPROACH 30' x 46' CLEAR SPACE PIER DETAIL 41MJ COMBINATION TOILET TISSUE I SEAT COVER DTSPENSER SEAT COVER SLOT PLAN Pr ma. CLEAR LEE OF PATIO PR645 TAaE STANDARD WHEELCHAIR TYP. PATIO TABLE PULL • IDE PUSH SiDE 1 I S I 36• MN. TALE LEG, TYPICAL SCALE I11' • r CLEAR LEVEL FLOOR SPACE 54' MIN. I4111111111111MIN 1 2 I HINGE SIDE APPROACH DOOR CLEARANCES (Calif. Title 24 / ADA) WATER CLOSET SEAT RESTROOM FIXTURE AND ACCESSORY MOUNTING HEIGHTS (Calif. Title 24 / ADA) PLAN TOILET STALL (Calif. Title 24 / ADA) ; I '-O 18 A y A a THERMOSTAT FMwSH FLOOR r - - - I I I PULL 51 ' PUSH SI LAVATORY I MIRROR L 24' LATCH SIDE APPROACH BOTTOM OF REFLECTIVE SURFACE i 25 STANDARD NWEELGHAIR DIMENSIONS CLEAR LEVEL FLOOR SPACE J g ELEVATION I ELEVATION • 2 SCALE 14` • I'-0' SCALE i s SWITCH B.ECTRICAAL RECEPTACLE z I s>, L RECEPTACLES/ SW S ITCHES I • C A r-O' E FOOTREST MY I Ttt FURTE#R FOR TAU. PEOPLE- SCALE 1/2" s o* 16 17 19 20 C r I` • a a i • t; 4 F R I, 4 a • CLEAR FLOOR SPACE FOR WHEELCHAIRS STAIRWAYS I. MINIMUM CLEAR FLOOR OR 6ROiID SPACE REQUIRED TO ACCOMMODATE A SINGLE, STATIONARY P ES.GA3R MD OCCIPANr 19 90 DIMS X 48 AGES MINMI4 CLEAR FLOOR OR 6ROUNV SPACE FOR WIEEJ.CHAIRS MAY BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN Oe.EGT. FLOOR OR 6ROUND SPACE FOR WIFACMAIRS MAY BE PART OF THE ME SPACE REQUIRED UNDER S IE O9.EOTS. 2. PROVIDE AN ADDITIONAL 12 INCHES MTH ON ONE SIDE FOR ALCOVES 6REATER THAN 15 INGES DEEP AHD DE_Sl&lE0 FOR SIDE APPROACH. 3. PROVIDE ADDITIONAL 6 INCHES WIDTH ON ONE SIDE FOR ALCOVES GREATER THAN 24 INCITE VEEP AND DE'SI6IED FOR FRONT APPROACH. HAZARDS AND PROTRUDING OBJECTS I. OBJECTS PROJECTING FROM WALLS MTH THEIR LEADING ED6E S BETWEN 21 INCHES AND 80 INCHES ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4 INCHES INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS OR AISLES. 2. OBJECT'$ MOWED VIM THEIR LEADING ED6ES AT OR BELOW 21 INCHES ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY M401ILT. 3, FREE STMV#4S OBJECTS t4 I4TED ON POSTS OR PYLONS MAY OVERMANS 12 INCHES MA)OMI4 FROM 21 NGES TO 80 INCHES ABOVE THE GROUND OR FINISHED FLOOR 4. PROM/DINS OOJEGTS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. 5. !WY OBSTRUCTION OVERHANGING A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80 INCHES ABOVE THE WALKING SURFACE AS MEASURED TO THE BOTTOM OF THE OBSTRUGTHON. PARKING 3. SSNFACCE SLOPES OF PARKINS SPACES FOR THE PHYSICALLY DISABLED SHALL NOT EXCEED V4 INCH PER FOOT (2% GRADIENT) IN ANY DIRECTION. 2. DISABLED PARKINS SPACES SHALL BE LOCATED 50 AS NOT TO REQUIRE USERS TO PIER. OR WICK BDID AMY OTHER NON- DISABLED OR DISABLED PARKINS SPACE. H. IN EACH PARIKIN6 AREA, A BUMPER OR CUB SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF WALKWAYS. 4. PARKINS SPACES RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES SHALL Be IDENTIFIED BY A RELLEGTORIZE:7D SIGN PBRMAFENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE„ CONSISTING' OF A PROFILE VIBAI OP A WHEELCHAIR WITH OCCUPANT, IN WHITE Y. ON DARK BRIE BACK,6ROUD. THE SIGN SHALL NOT BE SMALLER THAN TO SQUARE INCHES IN AREA, AW PI E N IN THE PATH OF TRAVEL SHAM iE POSTED AT A MINIMUM HEIGHT OF 80 INCHES FROM THE BOTTOM OF THE SiGN TO THE PARKINS SPACE FINISHED 6RAADE. 51616 MAY ALSO BE GBITERED ON THE YOU- AT THE INTERIOR END OF THE PARKINS SPACE AT +36' TO BOTTOM OF SiGN. WALKS AND SIDEWALKS 1. WICKS AND SIVO(J.KS SHALL HAVE A GONTiNUOUr COMMON SURFACE NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL WHICH EXCEED I/2 RACK AND SHALL BE A MII4I4 OF 48 INCHES N WIDTH. 2. SPACE ROSS SLOPE SHALL NOT EXCEED 1/4 INCH PER FOOT. a WALKS, SIDEWALKS. AND PEDESTRIAN WAYS SHALL BE FREE OF 6RATiNS WENEVE R POSSIBLE. 6R10 OPENINGS WITHIN 6RATINS{ LOCATED IN THE SURFACE OF ANY OF THESE AREAS SHALL BE LIMITED TO 1/2 INCH IN THE DIRECTION OF THE TRAMG FLOW. 4. WEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS i VERTICAL TO 20 HORIZONTAL, IT SHAAI.L COMPLY PITH TIE PROVISIONS OF PEDESTRIAN RAMPS. ENTRANCES / DOORS I. ALL PRIMARY DERANGES AND EXTERIOR 6ROUIV FLOOR EXIT DOORS TO BUILOWSTS AND FACILITIES SHALL BE MADE ACCESSiBLE TO THE PHYSICALLY DISABLED. 2. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIEN NV PITH ADDITIONAL DIRECTIONAL 516.45, AS REWIRED, VISIBLE FROM APFROACCIIN6 PEDESTRIAN WAYS- 3. EVERY WORM DURANCE OR PA.SSA6E DOORWAY SHALL BE OF A SiZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 96 INCHES R4 MTH. ABED NOT LESS THAN 80 INCHES N HEiGHHT. DOORS SHALL BE CAPABLE OF OPE R45 AT LEAST 40 DE614EL5 NV SHALL BE MOiINTED SO THAT TIE CLEAR WDTH OF TIE DOORWAY IS NOT LESS THAN 32 INCHES- 4. LATGIYNS AND LOCKING DOORS THAT ARE HIND ACTIVATED AND NIGH ARE N A PATH OF TRAVEL., SHALL BE OFE3tABL E WITH A SNSLE EFFORT BY LEVER TYPE HARDWARE;, ?MG BARS, HUSH -FULL AGTIVATMS BARES, OR ODER HARDWARE DESIGMED TO PROVIDE PASSAGE WITHOUT R RUNS Tie ABILITY TO 6RASP THE OPE]NINS HARDWARE. 5. LEVER HAND ACTIVATED DOOR °PE NNS HARDWARE SHALL BE CENTERED BETWEEN 30 INCHES NV 44 INCHES MAXIMI4 ABOVE THE FLOOR 6_ THE FLOOR OR LANORNS LBNSTH CN EJAGH SiDE OF AN ENTRANCE OR PASSAGE DOOR SHALL BE LEVEL AND CLEAR AT LEAST 60 INDIES N THE DIRECTION OF THE POOR MRS, NV AT LEAST 48 ING ES OPPOSITE TIE DIRECTION OF THE DOOR 51 AS MEASURED AT RIGHT ANGLES TO THE FACE CF THE DOOR IN TIE GLOSSED pommel. THE SiDE OF THE LEVEL AND CLEAR AREA ON THE SiDE WHICH THE DOOR SPIN SS SHALL EXTDV A MTiNMII4 OF 18 NNOES (24 INCHES AT D(1EiIOR DOORS) PAST THE STRIKE EDGE OF THE DOOR FOR DOORS WITH FRONT APPROACH, 24 INCHES FOR DOORS R CUITO N6 LATCH SiDE APPROACH. MD' 36 IttleS FOE DOORS WITH HINGE SIDE APPROACHL 7_ TIE FLOOR OR LA DO* SHALL NOT BE MORE THAN 1/2 RICH LOWER TIAAN TIE TIPESHOLD OF THE DOORWAY_ GH/W6E5 N LEVEL BETVF 1 1/4 INCH NV 112 NCH SHALL BE LEVELED PITH A SLOPE NOT 6REATE R THAN 1:2. a THE BOTTOM 10 RIDES OF ALL DOORS Omen AUrCMATiG AND 9 -1DU4S) SHALL HAVE A SMOOTH SURFACE TO A10W1 THE DOOR TO BE OPBE+2 BY A PEE LOINR. FOOTREST WITHOUT CREAMS A TRAP OR HAZARDOUS COMMON. MERE NARROW FRNE DIOIORS MEMO), A 10 INCH HIGH SMOOTH PANE. SHALL BE INSTALLED ON TIE FISH SiDE OF T1E DOOR; WHICH PILL 'um The DOOR TO EE CEDED BY A Y M8T3,GHAER FOOTREST. 4. TIE MA)0/4I4 EFFORT TO OPERATE DOORS SWILL NOT EXCEED 5 LE S. FOR EXTERIOR DOORS Mil 5 LEE. FOR camsC!R Dooms. WM FILL OR PUSH EFFORT SHALL BE APPLIED AT RIGHT M46LE?5 TO FAMED DOORS AMID AT THE Ge, PLANE OF SLEDN6 OR FOLDIHS DOORS. MEN FIRE DOORS ARE REQUIRED, TIE MAAXDI 4 EFFORT T TO OPERATE TIE DOOR MAY NOT EXCEED 13 NJ3T� X • 24' VAX Y • 30" Will Z•20" (FXC WOO Y • 36' 1414) • CLEAR FLOOR SPACE t- Y L 1. i. 2. I. 3 2. THE UPPER APPROACH AHD THE LOWER TREAD OF EACH INTERIOR STAIR SHALL BE MARKED BY A STRIPE OF CLEARLY GONTRASTiN6 DOLOR AT LEST 2 INCHES RIDE AND PLACED PARALLEL TO , AND NOT MORE THAN I INCH FROM THE NOSE OF THE STEP OR LMDINS TO ALERT The VISUALLY IMPAIRED THE STRIPE SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE TREADS OF THE STAIR. HANDRAILS I. RAMPS TOILET ROOM FIXTURES AND ACCESSORIES 1. NE R36141 OF ACCOSi31.E RATER CLOSETS SHALL E A MI NFMI4 OF 11 MIES AND A MW0M14 OF * NOES IEA5URED TO TIE TOP OF THE TOILET SEAT- 2. PRO VIDE 16 INCHES FROM THE CENTBF -RE OF TIE MATER CLOSET TO THE ADJACENT WTA - 3 TOILET AND URINAL 9JEH CONTROLS STALL BE °FINABLE MTH ONE HAND MAID SHALL NOT REGIME TiGHHT 6RA6PHN6, PROMS. OR MISTIME OF THE raw. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE OPEN per) SiOE OF THE TOILET STAU., NO MORE THAN 44 INGES ABOVE TIE FLOOR THE FORCE R GU RED TO ACTIVATE CONTROLS SHALL BE KO 6REATE3R THAN 5 LBS. 4. MERE UR+TIALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR SPACE 30 INGS WIDE BY 48 INCHES LONG IN FRONT OF THE URINAL AT LEAST ONE URINAL WITH A Rit4 PROIECTi I5 A 14114JM OF 14 INCHES FROM THE WALL ADD A MAXIMUM OF 11 INCHES ABOVE The FLOOR STALL BE INSTALLED. 5. A CLEAR FLOOR SPACE 30 INCHES WIDE BY 48 @METES LONG SHALL BE PROVIDED IN FRONT OF A LAVATORY TO AJOM FORWARD APPROACH. SUCH CLEAR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE NV SHALL EXTEND NTO PEE AND TOE SPACE LIVINEAIN LAVATORY. 1201-419 1 H CLEAR I I i`1SOOR I I SAGE I 411, MIK FOR' t&W RE/V.A.' SIDE REACH STAIRWAYS SKULL HAVE HANDRAILS S ON EACH SIDE. EVERY STAIRWAY MIMED TO BE MORE THAN 88 INCHES IN WDTH SHALL BE PROVIDED PITH NOT LESS THAN ONE IMMEDIATE HANDRAIL FOR EACH 88 INCHES OF REWIRED PIDTFR INTERMEDIATE HARMAIL3 SHALL BE SPACED APPROXIMATELY EOUAALLY PITHIiN THE ENTIRE 11117111 OF THE STAIRWAY. WHERE STAIRS OGCCLR OUTSIDE OF A BUILDING, THE UPPER APPROACH ND ALL TREADS SHALL BE MARKED BY A STRIPE OF CLEARLY CONTRASTING COLOR 9. AT LEAST 2 INCHES PIPE MD PLACED PARALLEL. TO AHD NOT MORE THAN I INCH FROM THE NOSE OF THE STEP OF LAWNS TO ALERT THE VISUALLY IMPAIRED. THE STRIPE SHALL BE OF A MATERIAL THAT IS AT LEAST AS SUP- RESISTANT AS TIE TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ID. ACCEPTABLE. 4. ALL STAIR TREAD .SURFACES SHALL BE SLIP - RESISTANT. THE TOP OF HANDRAILS AT STAIRWAYS SHALL BE 94 NOES TO 98 INCHES ABOVE THE NOSING OF THE TREADS. 2. HANDRAILS AT TiE TOP OF STAIRWAYS SHALL EXTBD A MINIMUM OF 12 NOES OF LEVEL DISTANCE BEYOND TIE TOP NOSR49, HANDRAILS AT THE BOTTOM OF STAIRWAYS SWILL EXTEND A MNMJM OF OiE TREAD WIDTH PLU512 INCHES BEYOND TIE BOTTOM NOSING BEFORE THEY ARE RETURNED. AT TIE BOTTOM,, TIE HANDRAIL SHALL CONTINUE TO SLOPE FOR A DISTANCE OF TIE WIDTH OF ONE TREAD FROM THE BOTTOM RISER TiE REMAINDER OF THE EMERSION SHALL BE HORIZONTAL &EMU. WHERE TIE EXTENSION OF TIE HANDRAIL IN THE DIRECTION OF TIE STAIR WIN WOULD CREATE A HAZARD, THE EXTENSION SHALL BE MADE AT RIGHT ANGLES ON TIE FACE OF A REfl RNR45 NALL MERE THE STAIRS ARE CONTINUOUS THE HANDRAIL SHALL BE CONTIMJOUS AND DEED NOT EXTEND OUT INTO THE LADING. 4. HANDRAILS ARE REI,EAIED ON RAMPS WHEN TIE SLOPE EIS 1 :20 (%). HAVRAILS SHALL RUN AWNS BOTH SiDES OF A RAM', BE CONTKNIOU$ THE FULL U3NSIN, MAID SHALL FOLLOW TIE SLOPE OF THE RAM'. HANDRAILS SHALL EXTEND A MINIMUM OF 12' AT LANDINGS AND SHALL BE LEVEL. 5. THE TOP OF HANDRAILS AT RAMPS SHALL BE MOUNTED BETPEEN 34 INCHES ND 36 INCHES ABOVE THE RAMP SURFACE. 6. ALL HANDRAIL DVS SHALL BE RETURNED OR SHALL TERMINATE IN NB"EL POSTS OR SAFETY TBtMNAL5. AU. HANDRAILS PRO.ECT1N6 FROM A HAW_ SHALL HAVE AN ABSOLUTE CLEARANCE OF 1-1/2 INCH FROM WALL. THE GRIP SURFACE OF HANDRAILS SHALL BE BETY IN 1-114` AND I-I/2' N CROSS SECTIONAL DIMENSiON OR THE SHAPE SHALL PROVIDE AN EGUIVALINT SMOOTH GRIFFINS SURFACE PITH NO SHARP COMERS. ALL RAMPS USED AS EXITS AD ANY PATH OF TRAVEL HAVING A SLOPE GRATER THAN 120 SHALL COMPLY WITH THE REWIRENENTS OF THIS SECTION. RAMPS SHALL HAVE THE LEAST POSSIBLE SLOPE. 2. PEDESTRIAN RAMPS SERVING PRIMARY EITRAMGES TO A BUEDIN SHALL HAVE A MINIMUM WIDTH OF 48 INCHES. RAMPS SE RVIN6 AN OGCUPAVGY LOAD GRATER THAN 300 SHALL HAVE A MINIMUM WIDTH OF 60 INCHES. 3. ALL RAPS IN AREAS ACCESSIBLE TO PERSON WITH DISABILITIES ON A PATH OF TRAVEL OR SERVN6 EXITS SHALL HAVE A € :12 MAXIMUM SLOPE WITH GROSS SLOPES FO GRATER THAW 1:50. 4. THE LEVEL LAVINS MTH OF ANY RAMP SHALL EXTEND PAST THE STRIKE EDGE OF ANY DOOR OR 6ATE AS S INJI4 ON DETAIL NO. 3 ON THIS DRAMINS. 5. DOORS IN ANY POSITION SHALL NOT REDUCE THE MIMMM DINBEiON OF THE RAMP LMb.NM TO LESS THAN 42 INCHES. MV SHALL NOT REDUCE THE REWIRED WDTH BY MORE THAN 3 ITCHES, WHEN FILLY OPEN. SANITARY FACILITIES (GENERAL) ALL DOORWAYS LEADINS TO SANITARY FACIUT1ES SHALL HAVE CLEAR UNOBSTRUCTED OPENINGS OF 32 INGFES MN. ALL SINKS, FAUCET CONTROLS MV OPERANT* MECHANISMS SHALL BE OPERABLE WITH ONE HAM AND SHALL NOT REQUIRE 316w 6RASPINS. PINCHING, OR TWISSTIN6 OF THE WRIST THE FORCE RECURED TO AGTIVATE CONTROLS SHALL BE NO GRATER THAN 5 LBS. LEER OPERATED, PUSH TYPE, MV ELEGTROFIGALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF GLOSS** VALVES ARE ALLOYED IF THE FAUCET IRIS OFDL FOR AT LEAST b SGGON75 LAVATORIES SHALL BE MOUNTED WITH A 1! M14M DISTANCE OF lb AGES FROM A WALL CR PARTITION TO THE CENTER OF THE FIXTURE ACCESSIBLE LAVATOR 'FS SHALL BE PAIRED WITH THE RIM OR CCIINTBR SURFACE NO HIGHER THAN 34 'NOES ABOVE THE FLOOR. ELEVATION TELEPHONE CLEARANCES • :A CC v 1 • �GOR star OR tI6HEST °PNRAA LE F s PART =X i I ,,, a Ili z i Z if I . x Y S 0 ti Mel FLOOR SCALE , I • r-Or 10 I. 3. I. 2. 3 I_ TOILET ROOM FIXTURES (CONT.) 6. LAVATORIES SHALL BE MOUNTED PITH A GLEARMIGE OF AT LEAST 24 INDIES FROM THE FLOOR TO THE BOTTOM OF THE APRON PATH KNEE CLEARANCE LIVER THE FRONT LIP EXTETOINS A MIRMI4 OF 30 NOTES IN WIDTH PITH 8 NOTES MINIM DEPTH Al The TOP. TOE CLEARANCE SHALL BE SAME WIDTH AND MNIMAi OF I INCHES HIGH FROM TIE FLOOR AND A MINIMUM OF Ii INCHES DEEP FROM TIE FRONT OF THE LAVATORY. 1. 6. I. HOT WATER AD DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTI[itY1SE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. MIRRORS SHALL BE MOUNTED MTH BOTTOM EDGE OF TIE REFLECTIVE SURFACE NOT MORE THAN 40 INCHES FROM THE FLOOR LOCATE PAPER TOWEL DID, SANITARY NAPKIN DISPENSERS AND WASTE RECEPTACLES PITH ALL OPERABLE PARTS NOT MORE THAN 40 INDIES FROM THE FLOOR. LOCATE TOILET TISSUE DISPENSERS ON THE WALL WITHIN 96 INCIES OF THE REAR WALL OF THE TOILET STALL. DISPENSERS THAT CONTROL DELIVERY OR THAT DO NOT PERMIT CORTMOUS PAPER FLOW SHALL NOT BE USED. MULTIPLE ACCOMMODATION TOILET FACILITIES A CLEAR SPACE MEASURED FROM THE FLOOR TO A HEIGHT OF 21 INCHES ABOVE TIE FLOOR, WTHIN TIE SANITARY FACILITY ROOM. OP SUFFICIENT SIZE TO INSCRIBE A CIRCLE OF A DIAMETER NOT LESS THAN 60 INCHES. OR A CLEAR SPACE NOT LESS THAN 56 INCHES BY 63 INCHES IN SIZE SHALL BE PROVIDED. DOORS OTHER THAN TIE DOOR TO THE DISABLED TOILET COMPARTMENT, IN ANY POSITION, MAY ENCROACH INTO THIS SPACE BY NOT MORE THAN 12 MOM. 2. AN ACCESSIBLE INDIVIDUAL TOILET STALL SHALL PROVIDE AT LEAST 26 INCHES CLEAR SPACE FROM A FIXiIIRE OR 32 INCIES CLEAR SPACE FROM A WALL AT ONE SIDE OF THE WATER CLOSET. A 48 INCH LON6 CLEAR SPACE IN FRONT OF RATER CLOSET SHALL BE PROVIDED IF THE GOMPARTM@Tr HAS AN DD OPEN% DOOR (FACNS THE WATER CLOSET). A 60 INCH LONG U.EAR SPACE SHALL BE PROVIDED PEEN DOOR IS IOCATEED AT THE SiDE OF COtVAART .91r. 6RAB BARS SHALL NOT PROJECT MORE THAN 3 INCHES INTO CLEAR SPADE SPEiCiFIED ABOVE. 3. WATER CLOSET COMPARTMENT SHALL BE EQUIPPED WITH A DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE, AD SHALL PROVIDE A CLEAR UNOBSTRUCTED OPENINS ADEN OF 92 INCHES VfEN LOCATED AT THE BID, MV 34 INCHES PH 34 !LOCATED AT TIE SIDE TI•EASUREP WEN TIE DOOR I5 POSITIONED AT AN ANGLE OF HMO DE6REM FROM ITS CLOSED POSITION) 4. EXCEPT FOR DOOR OPENINSSS, A CLEAR UNOBSTRUCTED ACCESS NOT LESS THAN 44 INCHES SHALL BE PROVIDED TO ALL WATER CLOSET COMPARTMENTS DESISTED FOR USE BY THE DISABLED THE SPACE I144EDIATE LY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL BE NOT LESS THAN 46 MI[',S AS MEASURED AT RIGHT ANGLES TO THE COMPARTMENT DOOR IN ITS CLOSED POSITION. GRAB BARS 6RAB BARS SHALL BE LOCATED ON ONE SiDE AND TIE BACK OF THE PHYSICALLY DISABLED TOILET STALL OR COMPARTMENT NT MAID SHALL BE SECURELY ATTAGIED 33 INCHES ABOVE AND PARALLEL TO TIE FLOOR 2. 6RAB BARS AT THE SIDE SHALL BE AT LEAST 42 INCHES LOWS TH THE FRONT END POSITIONED 54 INCHES FROM BACK WALL OF THE TOILET STALL. GRAB BARS AT THE BACK SHALL NOT BE LESS THAN 36 INCHES LONG. THE DIAMETER OR WIDTH OF TIE 6RIPPNS SURFACES OF A GRAB BAR SHALL BE BEIP 1-1/4 ND 1-1/2 INCHES OR TIE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE F TIE 6RAB BARS ARE MOUNTED ADJACENT TO A WIAL L THE SPACE BETII331 TIE WALL MD TIE BRAD BARS SHALL BE I-i/2 INCIES. 4. 6RAB BARS AND ANY WALL OR ODIN SAPACE ADJACENT TO IT, SHALL BE FREE OF ANY SHARP OR ABRASIVE (LET-TENTS. 6RAB BAR ED6ES SHALL HAVE A MINNUM RADII OF i/8 INCH. 5. 6RA13 BARS SHALL NOT ROTATE WITHIN TIER FITTINGS 6. 6RA8 BARS SHALL BE DEr,S16W TO SUPPORT A 250 POUND FORGE. TELEPHONES PROVIDE A 30 INCH BY 48 INCH CLEAR SPACE AT IBLEPHOiE. THE CLEAR SPACE MAY INCLUDE KMEE SPACE IIr'DER THE TEUEPHONE BASES, ENCLOSURES AND MED SEATS SHALL NOT IMPEDE APPROACHES TO TELEPHONES BY PEOPLE WINO USE YiefLCHAIRS. TIE HiSIEST OPERABLE PART OF 7HE TES..EPHOIE SHALL BE MINN 46 INCHES OF THE FLOOR F FORWARD APPROACHED AND 54 INCHES IF SIDE APPROAGIED TBUFHONES MOUNTED N A CORNIER THAT REQUIRE WEE{.CHMR USERS TO REACH DIAGONALLY SHALL HAVE TIE MSHEST OPERABLE PART NO MEIER THAN 54 ROES ABOVE THE FLOOR 4. TIE CORD FROM THE TELEINCNE TO TIE HANDSET SHALL BE AT LEAST 24 INCHES IONS. 5. P BANKS OF RELIC TELEPHONES ARE PROVIDED, THEN A REASONABLE NIA INT ALWAYS AT LEAST ONE IN A MDR* CR FACILITY SHALL B EGUIFFED PITH A VOLU•E CONTROL. 6. TB.E3 M•S SHALL HAVE PUSH BUTTON CONTROLS MERE SERVICE FOR SUCH EQURIENT IS AVAILABLE. 1. IF TBB'HONE BOOKS ARE PROVIDED, THEY SHALL BE LOCATED IN A POSITION THAT GOMMPIJES WITH TIE REACH RATNSE . ADDITIONAL REQUIREMENTS TIE CENTER OF RECEPTACLE E OUTLETS SHALL BE NOT LESS WAN 15 INDIES ABOVE TIE FLOOR OR PIORKRIS PLATFORM 2. TIE CENTER OF THE GRIP OF TIE OPERATING HANDLE OF SWITCHES R1TDIDED TO BE USED BY OCAPPAITS OF A ROOM OR AREA TO CONTROL WITTING NCO RECEPTACLE OUTLETS, AP9JANY.PS, OR COMM HEATING ADD VDIT1iATT146 EGUI MEAT, SHALL BE NOT LESS THAN 36 RICHES NOR T40RE THAN 46 IIGfS ABOVE THE FLOOR OR NORMS PLATFORM 3. THE CENTER OF FIRE ALARM RaTIATIN6 DEYiGES p1OXES SHALL BE LOCATED 48 MIES ABOVE TIE LEVEL OF THE ADJACENT MOOR, NORMS FL.ATFC t 6RAW SURFACE. OR SFDE+1AV K 4. INTERNATIONAL SY1 OF ACCESS/DUTY SHALL BE THE STANDARD USED TO IDENTIFY FACtUTLES THAT ARE AGCE561Ea.E TO RV USABLE BY PHYSICALLY MADE!) PERSONS. THE SYM ETOL 5FECFED ABOA/E SHALL CONSIST OF A PHIE B6UFE ON A BILE 6ACKISROIk0.. THE iLiE SHALL BE E21frL TO COLOR NV 15040 N FEDERAL STANDARD 5EA . INTERNATIONAL SYMBOL OF ACCESSIBILITY • SCALE NONE s SCALE • • i S i CRAIG 0. OKA, ARCHITECTURE 1920 f. KAFEIIA AYE, SEE. S 0RAK6E, CA 9 ?661 . F A X 114- 991. 1193 1 E I 114. 991. 9134 9258 RCGISIERtD (ARCHITECT te a: • CRAIG 0.OIU STATEOT WASIIIIGR I 2 X /Gt' f THE DRAWINGS. SPECf1CATIONs NO OTHER DOCUMENTS PREPARED BY THE ARCMTECT FOR DVS PROJECT ARE 114TRy1Q,TS OF THE ARCHTEcrs SERVICE TOR USE SOLELY Mt RESPECT TO Ti IS PROJECT AND UNLESS On1ERMSE PROVIDED. THE ARtNTECT 9NtL BE MEWED DE NOM OF THESE DOCUMENTS ATHO SHALL RETAIN ALL COMMON LAW. STATUTORY ANO OTHER RESERVED WGITS, NONCOM DE =MOM THE N ORTECrS ORONO% SPEOFTC TIONS OR OTMER DOCULIENTS SNAIL NOT BE USED BY THE OTHER OR OTHERS ON OTHER PROJECTS FOR AOOITHONS TO THIS PROJECT OR FOR COMPLETION OF INS PROTECT BY OTHERS EXCEPT BY AGREEMENT N MUTING BY THE ARCHITECT. O PROGRESS PRINT 02_23_ ® PLAN CHECK( O END SET O OONSiRUCTtON A 0 A 0 A 0 A J 2 w I-. Z w U I � VA 0 _w IL Vl w =,K• t AC•GESS BLILITY Ham` CRINI4 Bri 9iEET M NIGER CHEMED i IX HC • JOB NO. i axe Cr 94115 1 i I % • .� I ' IR* • leriV7ZPV ` / ;✓ ire!' : 44- ,� I�rsr; , s:.k rr , / ezeA 1. NOTES ALL WORK AND MATERIALS SHALL COMPLY WMTH ALL CITY /COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY APEX ENGINEERING, RECEIVED 6 -16 -2004. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING 6. THE PROPOSED SI1EWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON 11. RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. NE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF MUTES. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTIUTIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. CC LLI W a 0 N CC O EL SITE KEY JI 6=89•02'37 R =5000 L= 77.70 • CY//7/ RAISED PEDESTRIAN- - _ WALKW "A 1 721 iii / i� ii �i 36' DETENTION PIPES iiiii � iii iipiiiiiaiiiii�iiiiiiiiiip�iiiiiiiiiiiiiii�i. p� i i.i iiiiiii iiip •iiiii •pii iii iii i h ii . .iii 10 Alf11 *10: / f INININI OHsl101MNIM ._>:IIIW 3TRANDER BOULEVARD ____ FIRE APPARATUS ACCESS ROADS SHALL BE IDENTIFIED BY 12' WOE YELLOW ACCESSIBLE WARNING STRIPS ALONG CURB AND BY THE POSTING OF SGNS STATING, IRE LANE NO PARKING.. SIGNS SMALL BE POSTED ON OR IMMEDIATELY NEXT TO THE CURB LINE OR ON THE BUILDING: SIGNS SHALL BE 12 INCHES BY 18 INCHES AND SHALL HAVE LETTERS AND BACKGROUND OF CONTRASTING COLOR, READILY READABLE FROM AT LEAST A 50 -FOOT DISTANCE. SIGNS SHALL BE SPACED NOT FURTHER THAN 50 FEET APART NOR SHALL THEY BE MORE THAN FOUR FEET FROM TIE GROUND_' PEDESTRIAN CROSSWALK_ SEE ARCH PLANS FOR PATTERN PEDESTRIAN CROSSWALK OF STAMPED PANTED ASPHALT PAVETENT. SEE ARCM PLANS FOR PATTERN STAMPED PANTED ASPHALT PAWIENF SEE ARCH PLANS FOR PA PEDESTRIAN GROSSING SIGN W11A -2 AFC WU1A -2P TYPICAL AT PEDESTRIAN CROSSWALKS AS NOTED ON PLANS. 0 4. 5. 7. 8. 9. 12. 13. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS & TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. ALL PAVED PARKING LOT AREAS WITHIN THE OMITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT -OF -WAY. FIRE LANE STRIPING AROUND BUILDING PERIMETER AND ALONG FIRE TRUCK ACCESS WAYS SHALL BE INSTALLED AS PART OF THIS CONTRACT, IN ACCORDANCE NTH THE LOCAL CODE AND FIRE MARSHALL REQUIREMENTS. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. (SEE SHEET CS -1) ALL ON -SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) PARKING LOT STRIPING SHALL BE WHITE, 4' 1IDTH, & DOUBLE COATED, UNLESS OTHERWISE NOTED. LIGHT POLE BASES TO BE PAINTED PER ARCHITECT'S DIRECTION. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. i I I CO PIPE BOLLARD, TWP. SEE ARCH. PLANS CONCRETE TRANSFORMER / UTILITY PAD. CONTRACTOR TO COORDINATE TRH LOCAL POTTER COMPANY FOR DETAILS. ACCESSIBLE PARKNIG SPACE TYPICAL SEE DETAIL SHEET FOR ACCESSIBLE PARTING SPACE SIZE, SIGN AND S1113OL ('VAN'- INDICATES VAN ACCESSIBLE SPACE) CONCRETE CURB CURB RAID DEM CONCRETE SIDEWAUC. SEE ARCH PLANS FOR PATTERN 18' CONCRETE CURB AND GUTTER TYPICAL. • S8936'22'E 588.31' C-1.1 111111111M•1111•111 o • 14. ALL ISLANDS WITH CURB AND GUTTER SHALL BE LANDSCAPED. THOSE ISLANDS ARE TO HAVE 18' CURB AND GUTTER. ALL REMAINING ISLANDS ARE TO BE STRIPED AS SHOWN. 15. EXISTING STRUCTURES WITHIN CONSTRUCTION OMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTIUTIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 17. PYLON SIGNS SHALL BE CONSTRUCTED BY OTHERS. ALL SITE SIGNAGE SHALL BE UNDER A SEPARATE PERMIT. 8 0 0 YEW SIGN • - -- 6 c-a' 1REN H DRAM WITH SOLO LID NEW ° PARKING STRUCTURE 'A' GRADE +3 LEVELS ° 111=11111111111M19 PAINTED 'STOP' AND 12' STOP BAR (1W) CONCRETE WW1 STOP, SEE ARCH. PLANS SCUPPER (;" 82 LANDSCAPE PLANTER, SEE LANDSCAPE PLANS LANDSCAPE ISLAND, TYP. PANTED DIRECTIONAL ARROW, TYPICAL NEW LIGHT POLE BASE (UP). REFER TO SI UGH ' PLAN. 'STOP' SIGN 12' STOP BAR (TYP) © 0 u • F 1 s r • C -14 LEGEND i i o-• O-+-O a • CALL 48 HOURS BEFORE YOU DIG -800-424-5555 20 GRAPHIC SCALE 40 ( ii1 gear ) 1 inch = 40 ft. PANTED Nair DOUBLE YELLOW SOLID III( 4' PANTED STRIPING SASE YELLOW SOW LINE 4' PANTED STRIPING SINGLE YELLOW SKIP LINE 4' PANTED STRIPING SINGLE WHITE STOP LINE 4' PANTED STRIPING DOSING LIGHT POLE TO MAIN SINGLE UNITE SOW L.NE 4' PANTED STRIPING CURB AT BUILDING SPEIIAUC SAWCUT NEW LIGHT POLE AND FIXTURE SO HEAVY DUTY PAVEMENT STANDARD DUTY PAVEMENT CONCRETE SIDEWALK TEMPORARY ASPHALT SIDEWALK CONCRETE CURB CONCRETE CURB AND GUTTER EXISTING LIGHT POLE AND FIXTURE TO REMAIN - LTR= • Wesdiek! Sou th center WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 DAS CRAVING IS AN NS11[UIENT of SERVICE 6 DIE PROPERTY OF THE ARQl1ECT AND WAY NOT DE REPROOUCED TIl1HOUT TEE ARQ*TECtS PERMISSION AND UNLESS HE REPRODUCTION CARRIES LEE A•Qi1ECrs NAVE JILL UE9d1 AND OTHER IwORYARON 9HOIe1 ON DIE °RAMC ARE FOR USE ON TIE SPEOFIED PROJECT ONLY AND SHALL NOT DE USED MERIMSE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration Consultants LX 1144 Make Ave. E. Suite 601 Seattle, WA 98109 Approvals /Phase: Key Pion: .lob Na 633 Southcenter Parkway TAO* WA., 98188 2888 206- 246 -0423 CHEESECAKE FACTORY BUILDING PERMIT 6 -20 -2007 No_ Revision Dote 1 T (206) 5229510 F (206) 522 -0344 www.Pacti .cca A SITE PLAN REVISION 5-30 -2007 Sheet Title SETE PLAN Sheet Title Date Soda woes nil C -1.4 a • STRUCTURE SCH EDULE CBE TIRE �f ( (0111) CBE t iw W1 E (OUT) CE i1PE ! Rf1 E (OUT) CBE ME WI E (OUT) SOW VI; 1219 (Ell) 0 TYPE 1 C11 4 19.19 *I* TWE 1 CB 20-.50 Pr;; M TYPE 1 CB 24.9 17.13 ) ® l�C wag= 12 - 2 S . ti_;" , mum 19A4 1WE 1 CB 20.50 ME I C8 •' _ 24.9 4 2200 .' 1?I SOW 1233 ME 1 CB as 11IPE I CB 21.70 ALT ® SOW 252 12.38 ® TYPE 1 CB 259 1934 a TYPE I CB 251.8 2180 TYPE I CB 24.5 18.24 141 SOW 27.2 12.81 IS 1WE 1 C8 27.0 1936 TYPE I CB 246 20-00 0 TYPE 1 co 24.4 18.37 6 TYPE 1 C8 26.9 1298 , . TYPE 1 C8 27.7 • 1916 0 TYPE I C8 246 20.91 : TYPE I C8 24.0 2041 1W( I C8 26.9 13.20 IS EX SOW as 2x00 TYPE I CB 247 21.00 ' iZ9 TWE I C8 TYPE I CB 215 213 202± 2143 Q TYPE 1 C8 27.6 1367 TYPE I CB 272 2156 ► TYPE I ►: ; 14 TYPE 1 CB 27.5 1398 0 TYPE 1 C8 26.8 2172 ® TYPE I C8 26.0 21,50 i 1I V) TYPE I CB TYPE I C8 272 27.2 23.93 24.20 19' TYPE ! CB 27.8 14.29 TYPE ! CB 27.3 24.30 ►z TYPE 1 CB 27.0 21.08 j SOW 28.1 14.67 01.1] SOW _ 400 19.51 Ti: k, ® TYPE 1 C8 27.1 _ _ fuz 21.23 AO TYPE I CB 27.2 218 SOW 281 281 1523 20101 TYPE I CB 21.46 TYPE I C8 27.2 24.20 1616 fCS 2650 TYPE I C8 21.0* 2133 A J 131 1YPE I CB 114E 6 CB 27.0 27.0 23.74 24.06 SOW 282 17.06 1290 SO TYPE 1 CB 268 20.50 2017 # W TYPE I CB SOW 279 TYPE 1 C8 268 TYPE 1 CB 25.8 17.16 CP TYPE 6 at 27.0 23.87 SOW 2225 15.16 a ,. - L� 442, , R1.2k 23.11 i TYPE I C8 EX 9M 25.8 24.78 2280 14.85 Q nPE I C8 27.25 r 24.07 EX CB 24.71 21.91 ®, TYPE 1 CB 27.9 iir, TWE I CB 272 2420 _ I CB 2116 _ - nil I CO 27.8 2219 ''∎ _ 2i. ' 1 - SOW 24.9 15.01 i I SOvi 255 15.68(X E -1I) _TYPE SOW _18.90 it ,}-- air ,,_ • ,_ �'' BAH 24.9 15.11 16.58(NE'B N) TYPE 1 C8 TYPE 1 CB 29.7 25.11 . 25.1 15.19 __ TYPE 1 CB 25.0 1630 • a i''- V' .. Ffy gas v r 2a5 EE ECAK za.5 41. F ORY Jo r . ii '') : . 1 ; /�i�/ •: f' I -vti -/-/-/-/- -' 4 h 40 a C.a.T.G. ' 4 ti � � . r =25.0 ff /, 41ffiA-/- ,- :- -- --- um- - . -I•-Mi-l- s•esII- --- -ti -- --- if/ lllllJ1.7JJ!I0..`ltJJ! /II /t /III!IlIIIA fllJlllll.iti7l/1!ltlJ!Jf_:V JII/tI!J_lJmt11/ 3-(i! I/! /llUll 71 .11J 1 1/ 27!ll l 111lf.197//IIIJ / / / /!.///Illllll .4.)7 �7ll/IIJ. llllA • 4,6 ((I1MATCH -- I c ' o 2 68 I ( _ i ,I �' `� :_�- - -. \ l t: • WATER QUALITY VAULT INTO SD 0.005 fl 12' 115 0.006 if 01 006 15' 30 0.006 ® iY 0006 IR 151 41 0012 It ►r d. Q if 157 0.024A 15' 26 0103 15 0.008 6T 12' 26 0.101 ITC it 0.0025 N 12• 86 pan E1 oaars 6s 12• 25 0.005 EJ it aooQS _ 12' 18 x006 j } if 36 ao�s � if �? u it an T 11111.1 17; ; s n.wti.�i.i un • iI[II IIIIIii! I _ ..00 .00. o ail •; �"'" EXISTING SLOPE AND VEGETATION TO REMAIN S'''ri 2555 SDI.► ;i13 SDCB 50/ -- 25 x6 , SS 110- 0766 1 t • 510 o) a; TYPE 1 C8 25.a • =0 19<13__ I I TYPE I w 30.1 i 25.50 NMI I• me um e Er 29.8 3 0.5 I MATCH EX. \ 1 GRADE \ \/ -\ f'1 f • • \1 • >-: .� t' um �IIti a• -aE q ∎ �s - �- = --- 1 --� - �- - 1 � -_ . �' 1 i 1 Q • CIL 28.4 TYPE 1 CB j 252 ( 15.79 28.3 r. 28.7 2a 3 � I 3 . . i' 29.3 43.1 �� 29.6 \ i 3 04 5 : ,a 5C6 2331 • f - - • 2■ AL mom bin C.O.T.C. TEMPORARY ASPHALT . _ _ _ WALKWAY TO MEET EXISTING t ,c BETE SIDEWALK • S'� j7( `' � .�V J•J � I 15. 15• 21' 21' 21' • 21Z3 ` WITIm SOLID COVER, L s 1 f CB 504 2354 PIPE SCHEDULE ss • x v _0 TR 1 6 imp °---4 i e PROPC d I I 1 ii I k- • r G2.4 KEY MAP LEGEND SPOT ELEVATION SOLDIER PILE WALL DIRECTION OF SLOPE TYPE I CATCH BASIN TYPE II CATCH BASIN CLEANOUT TO GRADE (C.O.T.G.) STORM WATER QUALITY VAULT N DRAINAGE PIPE FLOW ARROW PROPOSED STORM DRAIN PIPE EXISTING STORM DRAIN PIPE EXISTING STORM DRAIN TO BE REMOVED SMUT (APPROXIMATE LOCATION) FINISHED FLOOR ELEVATION TOP OF CURB TOP OF PAVEMENT 40 • sot pL) a I, • FFE TC TP CALL 48 HOURS BEFORE YOU DIG -800-424-5555 ( m MOLT ) 1 inch = 40 R IN w EX CONTOUR PROPOSED CONTOUR r322� -. -2-1- - r NNa:..t...A...as...t GRAPHIC SCALE w MO 1cC - 73 C - - •:':A 2y"" I BuLLEnN 2 i • WESTFIELD DESIGN e� CONSTRUCTION 11th WESTFIELD DESIGN & CO N STRU CTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAM NG IS AN MISTRIMOIT OF SERVICE, IS THE PROPERTY OF TIE ARCHITECT AND MAY NOT SE REPRODUCED UMW! THE ARQETECT'S PERMS90N AND DRESS DC REPITOOUCTION CARRIES TIE ARCHITECT'S NAIL. AIL DESIGN AID OTHTR NC IATIQI 9IOr1I ON DE DRAM ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND 9WL NOT DE USED OTHER=S( NTHOUT T4RITIEN PERMISSION FROZE THE ARCHITECT' Registration N Consultants 0 1144 Eastlake Ave. E. Suite 601 Seattle, WA 98109 Approvals /Phase: CHEESECAKE FACTORY BUILDING PERMIT 6 -20 -2007 Key Plan: Sou th center th cen ter No. Revision Date A A Sheet Title GRAD4G AND DRNAGE PL Job N0. Oats e•e6 Sheet Title 633 Southcenter Parkway Tukwila. WA.. 98188 -2888 206- 246 -0423 C -2.4 4 T (206) 522 -9510 F (206) 5228344 www..PAdAND.ODH A SITE PLAN REVISION 5-30 -2007 A A O C N O I 07/10/07 3:57pm .\-j ‘ - LGA METER 4 GW ENTRY ' 40 Li 4 IE = 25.14 1 GW ®2.0% . 39 LF 4' GN �� 2 1/2' DOM( 0 2.9% i 28. i TRANSFORg 2 DOM TER. LOCATION 2' WATER ; TER iii/ - . // /4/ et SSMH 14A 12" STORM r' w 4 ' 4 t :amt. � ._ y. � X t. Ir . rte' PT # fi E. lIl'i ti MI IM f1r 8 7 y /,1 J;/ ?A:' � rte 1::: 1 } � .� /// _ . . _ ...___,.::. . s% - . r.:.7 6. :. •• SID .. 1' . •• •;11. - SS #6T66 SIDB • l�7 2555 110; SDCB 507 2536 SOCB 508 _ .._- 6713 \‘. 1: 461.,. t l lli ti ��; � 1 � 1' 1 'j i i ii 1 1 1 i� , 1 1I 1 f; Mil #!! iil Illll ► l i . 1 1 lll �, I ! J ,lri 1,} I I , il.11.�1. , i l l I j ��I� l .. Iljl I� 1 "I�I �� � Ry 1f1 II ifll I , ii . l l i i ' 1 I 1111:1 ,,, I fig f t if I E I 111 II i I( i i I ' r 18 l 1,+ I ; f I li / ) 1 I 110:41 ' 11V1 ' 1 1 pi 1 I 1111Il �'1 '; s "iLSS 22 I - ,,ilk . , " I -SS 105 =676 CONNECT TO EX. 8' WATERLIAIN • • I t \ ` ' \ 1111111 Ili! NM MN ME NMI 11011 ME MI � ''I I II GENERAL UTILITY NOTES 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE DOSING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY APEX ENGINEERING, RECEIVED 6-16-2004. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEINORK IMPROVEMENTS. IF CONFUCIS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK YMICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHWA ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE 01 VIER FOR REVIEW. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF DOSING UIIJTIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTIJTIES, AI+A WHERE POSSINLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR MUST CALL THE APPROPRIATE U DUTY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTNJ1IES. IT SHALL BE THE RESPONSIBIJTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING NUDES AND EXISTING IMPROVEMENTS WINICH OONFUCT YAM THE PROPOSED IMPROVEMENTS ON THE PUNS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTS SLOPED PAV91G, DOT PORCHES, SIDEWALKS RAMPS AND TRUCK DOCKS, PRECISE BuLDIUG DI#+ENSIONS AAA EXACT B( OING UTILITY ENTRANEE LOCA1IONS. 5 REFER TO INTERIOR PLUMBING WINGS FOR TE -IN OF ALL UTUIES. 6 ALL ALL MATERIAL SHALL BE IN PLACE, ANA COMPACTED BEFORE INSTALLATION OF PROPOSED UTUIIES, 7. CONTRACTOR SHALL NOTIFY THE UTUTY AUTHORITIES INSPECTORS 72 HOURS BEFORE CO[9ECIING TO ANY DOSSING LAZE & MINIMUM WATER AND SANITARY SETTER TRENCH MATH SHALL BE 2 FEET. � k GREASE INTERCEPTOR r SEE ARCH PLAN FOR DETAIL IE IN = 24.30 IE OUT = 24.10 11 4 A11741\n±it-n= C:s$ SThANER' BOU[LEVARD' 101F SS 0 2.0% i = SSCO IE = 24.42 T _.__. r 1.2 S TORl�SSMH 14 41 LF 8' SS j tt tt - - tt - -a- r i- - : -2730- 0V4i 7:8 " S .1 IC (8 N) 2234 - - - -- ---- 1E -(s- S)_ =- 22.46 - -- - --Z NW) - 22.54 -`1) 5 C 6 CONNECT j 2.. 5. II FI I� 1 f1 r I I 1 1 1E= 24.3 45LF6' � ; 1 SS 0 2.0% • RIM = 28.4 IE (6' N) = 22.94 IE (8' S) = 22.86 KC -WTD NH R18 -33 RIM EX. IE (8' N) = 22.30 EX. IE (2Y W) = 21.69 EX. IE(27"E) =21.56 NEW IE (8" N) = 22.30 ALL UT1UTIES SHOULD BE KEPT TEN (10') APART (PARALLFl) OR WHEN (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY ONES, STORM ONES AND GAS UNE (DOSING AND PROPOSED), THE SANITARY UNE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18' CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C -151) (cuss 50). 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFUNG. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES_ 13. ALL NECESSARY INSPECTIONS AND /OR CERTIFICATIONS REQUIRED BY CODES AND /OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BMOC POSSESSION AND THE FINAL CONNECTION OF SERVICE 14. CONTRACTOR SHALL COORDINATE IN1H ALL UTIUTY COMPARES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 15. CONTRACTOR TO PROVIDE IRENGRIG, BAC KFI.L 2 - 4' PVC SCHEDULE 40 CONDUITS. AND PULLING SIRES FOR UNDERGROUND TELEPHONE SERVICE FROM DOSING FACUTES AS SHOVNN ON PLANS. CONTRACTOR TO COORDINATE INSTALLATION AND POINT OF CONNECINON (NTH MUTT PROVIDER. 16. CONTRACTOR IS TO PROVIDE 1RENCT NG, CONDUIT, AND BAG(FILL FOR ALL tRlDERGRURTI POSER TAE AND VAULTS AS REQUIRED BY U1UTY PROVIDER. POTTER LINES AND POLES TO BE INSTALLED BY UMW PROVIDER SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR PRIMARY €LECTRIC SERVICE LOCATIONS. 17_ GAS PING SHOW FOR COORDINATION ONLY. IISTALLATDON OF THE GAS MAN AND METER TO BE ACCOMPUSHED BY UTUTY PROVIDER. 16 GREASE INTERCEPTORS SHALL REQUIRE A SEPARATE PERMIT. MATCHLINE SEE SHEET 041 E- N- GIN AIM - - - M - "mu - o-- i - - - -- 0s-- -m-imot- cP (t ' 236 0 fi ARE HYDRAF1 • o ASSEMBLY 36' DETENTION I,PES 6' SS ENTRY r IE = 25.32 II l l .1) so TRO . / .` t M -2 i'- DOM WATER. I. ._2- ITER_METER AND 2 RPPA . " 8n STORM r � , L-SDCB 504 255 . . i EXISTING - CATE VALVE 10 CITY OF TUKWILA UTILITY NOTES 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WMSHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A A TRENCH VNTH A 5' MIRROR MUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND MUTES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAV NG. • a a if -3I � 1 - 45' BEND (EACH THRUST BLOCKING 1 1 , 1 1 1 1 IRRIGATION P. - - o-1 Ns B 386--- - )o S. SOCK 3 1969 r SOC. 2 Ot Wc HYDRANT_ I s ASSEMBLY r1 0 I-1 • w C -3.4 KEY PLAN LEGEND WATERLIAIN ARE HYDRANT FDC THRUST BLOCK GATE VALVE �� C REDUCER R pMp���� DOUBLE CHECK BACKFLOW CODE- � PREVENTOR (DDCVA)� 10 RPPA m WATER METER • 1 � , �N 3F SANITARY SEWER MAIN VI RELOCATED SANITARY 55R SEWER MAIN SANITARY SEWER FORCE MAIN ' GREASE WASTE UNE SS MANHOLE MARSH GAS FRESH AIR INTAKE MARSH GAS FRESH AIR LINE SS CLEANOUT TO GRADE GREASE INTERCEPTOR (SEE SHEET C -3.15) Ulf STATION TRANSFORMER FRANCHISE UTILITY CORRIDOR (GAS, Tom, ELECTRIC IN EASEMENT) UTNJTES TO BE REMOVED 0 01 113 CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 U1U1ES NOT TO \ \ \ \-Nc \-\\ BE INSTALLED • • GRAPHIC SCALE A (Di FUT) 1 bleb = 40 !f. 8 "W t • H ry • • a • C: - • 2 C •.. • . • • .,... • Wesdiek! Sou th center WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Fac&m1e 310 478 4468 NHS DRAWING IS AN NSIRUIENI OF SERMCE. IS DIE PROPERTY Cr THE AROITECT AND WAY NOT BE REPRODUCED WITHOUT THE MOITECT PERMISSION AND mans THE REPROOUCTION CITIES THE ARCHITECT'S NAME. AIL DESIGN AND OTHER INFORMATION SH10V1 ON THE ORATING ARE FOR USE ON THE SPECIFIED PROJECT O&Y APO SHALL NOT OE USED OTHERIMSE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration Consultants 1144 Eastlake Ave. E. Ss*e 601 Seattle, WA 98109 Approvals /Phase: Key Plan: CHEESECAKE FACTORY BUILDING PERMIT 6 -20 -2007 No_ Revision Dote SITE PLAN REVISION 5-30 -2007 A A A A A Sheet Title WATER AND SEWER PLAN Job No. D. Scale Sheet Title 1133 Swillocenier WM% 801=1 3 'FLAMM *•a C -3.4 T (206) 522 -9510 F (206) 522-8344 www.PAd M .ao• 0)cy0 01 0"► 1 4 41 N; = X01 4C; g( F C A ER TIOCAIIi1 X A PLATAIMES PACF C &t&F BETULA JACQUEMONTII 'PACIFIC SUNSET' MAPLE JACQUEMONTII BIRCH f ASELIA C> 4 DFLCRtA'EDIIJARD G- Of1U,ER' 'EDWA GOUGNER' ABELIA 5 GAL CdNIT. e 4' OC. AZALEA 'STEWARTSOWIAN: 'STEWARTSO\ 4 4• AZALEA 2 GAL. CC ■IT. ,, 2 %' G.G. L 5E00E015 TI- !'.NBERGII 'AUEA' 'GOLDEN' BARBERRY 2 GAL. CONT. E~ 21/2' O.C. CAMELLIA SPP. CAMELLIA 5 GAL. CONT. C - i431AECYPARIS OBTUSA 'NANA' PI.F. HINCKI CYPR 2 GAL CO\T. e 3' O.C. EUONYMUS ALATA 'Cd1PACTA' .FOTNERICsILLA DUF. BURNING BUSH 5 GAL COW. e 4' OG. MAJOR 'i iT. AIR 'MT. AIREY' FOTI-IERGILLA I GAL CONT. s 21/2' 0.C. ILEX CRENATA 'HELLERI' 'HELLER!' HOLLY 2 GAL CONT. 2 O.G. JUNIPERS SABINA 'TAr"PARISCIFOLIA' TAM JUNIPER 2 GAL CONT. s 3' O.G. JENIPERIJS SQUAMATA 'BLUE STAR" BLUE STAR' JUNIPER 1 GAL CONT. a 2 O.C. MYRICA CALIF OWICA PACIFIC WAX MYRTLE RTLE 5 GAL CONT. NANDINA DOMESTICA `FIR 'FIREPOEJ.I:R' NA.DINA 1 G -AL CONT. a 2 O.C. PIER'S JAPONICA 'PRELUDE' 'PRELUDE' PIER'S 3 GAL CONT. s 4' 0:G. MIMS LAURO :ERA5U5 'OTTO LUYKEN' OTTO LUYKEN LAU 21 -24" 1.1T_ 4 SPREAD EAD a 4' O.C. ROSA 'R=D SIMPLICITY' `RED SIMPLICITY' ICITY' 14EDGE ROSE 5 GAL CONT. ° 4' 0C. SAL IX PUF°U EA 'NANA' DWAR' BLUE ARCTIC WI_LO.0 5 GAL CONT_ ° 41/2' 0.C. 5P : JAPONICA MUSIC CARET' 'MAGIC CARPET' SPIREA 2 GAL CONT. ° 21/2' 0.C. TAXIS BACCATA 'S T R.IICTA' IRISH YEW 5 GAL CONT. s 3' 0.C. '/iBUR ■V. i DAVID!! DAVID Vi5URNill 2 GAL COW. s 3' 0.C. CO A ER TIOCAIIi1 X A PLATAIMES PACF C &t&F BETULA JACQUEMONTII 'PACIFIC SUNSET' MAPLE JACQUEMONTII BIRCH 2" CAL., 12 -I4' HT., 645 2" CAL., 12 -14' WT., B4B CI4AP`TAECYPARISNOO1 ATENS5'PEDU_A' WEEPING ALASKA CEDAR 12 -14' MIN. HT., 545 CHAHACYPARIS OBTUSA HINOKI FALSE CYPRESS 6' MIN. HT., 645 LIQUIDAMBER STRACIFLUA 61.1,,E ETGUM - • . - " 2" "CAL., 12 -14' HT., •46 I PERSICA PERSIAN PARROTIA 1 10 CAL., -12' HT., BE PYRUS CALLERYANA 'CWANTICL EER` 'C}- IANTIGLEER' PEAR 2" CAL., 12 -14' WT., 645 Ce CO G41sx -'4% $ X 1CA:TI :M. 'G4- p 'R ' '<AR FOERSTER' GRASS 3 3 GAL. CONT. s 4' O.G. C_A " ,C s e0•::T; w05T` CuRz -5 ' 'FROSTY :' G.:!S' 5EXE 1 1 GAL . CON 1 ". s 2 0 G. ;O RC=ON S BLS._ OA. _ ! & ! ! ..:A._. cox -7. s 21/2' C. -- =SIG ; FEWSIv, 'LITTLE 8<AW .'' ' 'I_I ; TL BLANY' GRASS T T GAL. CCU-. s . 1 O_G. .17 : e..i®i • .$'WARTSONIAN AZALEA BLUE O4T GRASS. " STEWAR;TSONIAII AZAL RED SIMPLICITY ROSE DWARF./3111E ARCTIC WILLOW DAVID vII3t14 i 1 i CROCOSSMIA BLUE OAT GRASS STEWARTSONIAN AZALEA GOLDEN BARBERRY PARROTIA -TREE FORM 3I -E)WA G4UG 12 -TAM 'JUNIPER r I i I GRANITE LANDSCAPE BOULDER (SEE NOTES FOR TYPE AND SIZE) 10 TAWS ROUND RIYER ROCK AS AVAILABLE FROM *ASH \GTON ROCK OUARRES. INC.. ORTAG. WA.. PH: (360) 893 -1661 FAX: (360) 893 -1664 RA,•h'8011 PEBBLES. AS AVAILABLE FROM AIER:CAV STONE SALES. INC.. •ARYSVL.LE. WA.. PH: (360) 651 -2144 FAX: (360) 651 -2312 LAWSCAPE FAERC ASIA =_:N; SHEET NOTES CONCRETE CURB OR ADJACENT PAVEMENT ASPHALT PAW G IIuIka11IILII1111 ROCK MULCH LA':1SCAFE e3I..D.:4. SCALE o- :AAA -14S. ?Y i OF O AVETE . tEEi r ROG( P_AMENT writ CANER/ .&%OSCA=E Ai3 - : -CT RJR) RSV FOG( ?X.4 V V X LA%:IA =E Fs=_ }i L. 2 FA S-::f A :: PLANTER ISLAND DETAIL Ee :e -r!:c s r ess -:teee .:::••••• se r - II�I[�1E1 i klk�ll�1� I AN f_V : :S EA:ESS s1 - HA:EIF_NT A•.O Sic -ASE vA ERAL DOAN TO Na :•F- SC: 2 9 Ft_ ./ - TJGSJ_ ?==•q :v SPECFCACNS ?. S); rr-:. Cher :Tr ' :: s c L - et: :T. S!e Stet''C- :::C .73e :t 'd GSStCl' Ys s•o' TT _ -:- Tel:/.:a • A .; - r: ce ce - e: ...-! : e .:- s:.xe =-., TeC:,;.a is o_:- ae s - :. - ' - -e a e :e C' C+r ....J s - esi: —sC a •, . -• G -. SS :. ■ _ 1_ S 'S'� r; .. _ '.T •7:.s::.:e >i . • a - _ 's ' :Q ..-- -tom :y L.:r :scxe £ -- :Y: J vs - !' f - C'!Se -:'r J<< ... t A :s-:zS :• ?i�'S S '.S i C•:" �-,- e: .73 to S!: ■:- ..C; '3 e •••• z T e - e- :e: s ••• s .?':J •T :e'i s'z :z . :se L � - ~.� •J,e - - 5 4 x' it e. tSJQ.i•_ •I 7 Aim, si � -3 3 hr (428 ; _; - - a • NTS PARK LNG LOT Tom. WE PUMS FOB 1W & OTY FINISH GRADE (:%C1.UONG BED YULCH) Wag ISLA% AS ST-C4' CAe PARS. T5 TY.-'. CC%: CuR3 CR A3.ACc1T PAW.V.E\T NTS AAA =;R r .51 AJ4;— AC- A1E \" MAGIC CARPET' SPIREA KARL FOERSTER' FEATHER REED GRASS 'FROSTY CURLS' SEDGE 1- 'WICKWAR FLAME' HEATI$R 'MAGIC CARPET' SPIREA OTTO LUYKEN LAUREL 1 2/3 Y >ti+ t�•.A. LASS SEN AS -V3 ENE s PLANT SPACING DETAIN 'FROSTY CURLS' SEDGE 'MAGIC CARPET' SPIREA 'OTTO LUYKEN' LAUREL DWARF BURNING BUSH CO•TV.0.S c ? P * _s S?s z 'f c». MT.? $ %C SC' SAJ( .- CLAV.A.G. ey EXE 2.3 - If KARL FOERSTER FEATHER REED GRASS 8- 111ICKWAQ FLAME' HEATHER CLANTNG Riff 99A:l. EE !. V.r V V OF TNCC irE R'CO3Att NtOT.4. TREE PLANTING AND STAKING DETAIL 1 NTS FOERSTER' EATHIR REED GRASS MT. AIREY' • FOTHERGILLA • .010* 5 -V VELLII' • I4EATHER ='HEELER'' HOLLY FRo$tT. CURLS' 5- VIVELLII' HEATHER 'MT. AIREY' FOTI-:ERGILLA KARL FOERESTER' FEATHER REED GRASS BLUE STAR JUNIPER 'FROSTY CURLS' SEDGE STRANDER BOULEVARD (2)- BVC 1060 TRUE STAKES (a' HT_) Y VttACM LN EIAST: 3' &ATEER R_TENTO eAS'i\' (L!! 94Q1e AND GROLASCO'FR AREAS or r1 FERT.LfZR TAE =pis REEV3:£ a; .& ;R' TOP 2/3 of ROOT BALL 9AGCFIt.L SOIL VOX NOE :: REV3.5: TREATED OR S`•'INTP frC ?�A� CCA P.: LY. • 1- 'WICKWAR FLAME' WEATHER -.BLUE STAR JUNIPER. FROSTY CURLS' --.,SEDGE 'HELLERI' HOLLY SEDGE 12- UIICKWAR FLAME' HEATHER 1- 5UIEETG411 31 -MT. VERNON' LAUREL 25- UJICKWAR FLAME' SIDEWALK (SEE CIVIL PLANS) NTS LAUREL 129 -11T. YERNCN'- LAUREL 2' • Sr?..e • .AA1‘ 1 24- Mt-VERNON' ItipACIF(C WAX '- .-MYRTLE Puy- s O.ACE (VCL.EJNG 3Er• I C7A..r E c_q9 c? —I Au�+ACER' FAf1IERT 3- CAMELLIA 5- PRELUD4 PIER'S V 'MAGIC CARPET' SPIREA 11='WICKW FLAME' ATHER LANDSCAPE BOULDERS -TYP GOLDEN BARBERRY WEEPING ALASKA CEDAR FRO51;Y CURLS' SEDGE KARL FOERSTER +ASS . 'MAGIC CARPET' SI?IREA • : OTTO LUYKEN LAt1REL . t 31- VIVELLII' WEATHER 21- '1/IVELLII' WEATHER PLAN TAG PIT SHALL. eE A VA. s Tiva ThE ROOMAIL (CONT. 9 & 9) ar0:.4 rAZ:S s rte. '7. fR.A.S MESS AS:' -A.- =4A - 100. - imp S.e- EAg vs•a :OW _> u'I Sat. Alt PARKING ISLAND PLANTER DETAIL • SHRUB PLANTING DETAIL ?LAN Fat SPEC CC tea/ a CPC-HA =3 �p1rfSC VA A. .A S)L ' FSCL =C: - ;Q s'Ec FC*-o.s ::R SC A. -•e; NTS 12 IRISH YEW AA.ER1G eAs1T its FE.RTVZE.R TABLETS. C tH PM. '..I.'RLAP BACK FROM TOP IMF OF ROOT 8A; . AFTE RIC..13 S+R.A3 a PtA. <.: ; HOLE (M e& COr?LETfY F F:X.ASS OR TOAD). EraCr-ti SC►L vx NTS • WEATHER TREES SI- IRUEsS -4-PRELUDE' PIERIS GROUNDCOVERS AND PERENNIALS GRASSES 1 GRASS T RED SIMPLICITY HEDGE ROSE : DAVID VIBURNUM STEWARTSONIAN_. AZALEA BLUE OAT MAGIC CARPET SPIREA - • 'SPRE4G TORCH' HEATHER - - - - RED EDGE HERE • IC CARPET SPIREA FALSE CYPRESS._ 'OTTO LUYKEN' LAUREL DWARF BURiNfl BUSH. EN BARBERRY NORTH DOT-11 FROSTY CURLS SEDGE OTTO LUYKEN LAUREL MAGIC CARPET ' SPIREA FROSTY CURLS SEDGE 4- 'CHANTICLEER PEAR DAVID VIBU FIREPOW N NDMA KARL FORESTER REED GRASS - LITTLE BUNNY FOUNTAIN GRASS FROSTY. CURLS SEDGE 'LITTLE B! I NY' GRASS KA4L FOERSTER' GRASS 99 -MT. vEE toinitin tA. WM AiQ Mk- AU" R ot 611AL M 2 I 40' 60' SCALE: 1"=20'—O" I QTY BOTANICAL NAME COMMON NAME I SIZE 4 SPACING 30 36 tc8 283 CAL LUNA YU GAR:5 '5F TOO?' CILLLNA vULG -ARJ$' ): OCi:.AQ CROCOSSM A 'LUC!FER' ERICA C4, '=A 'v+Y 4 =BE 'D EDGE' P X35 LIVROCERASLS `.:. YI O4' '51PRIN TORCH' -EATER 'W!C<JAR FLAME' 1= =4T4=R CROCC5S i!A f IEAT4_Q 'RED EDGE' 4EBE 'MIT_ vERNON" LAUREL 1 GAL. CONT. s 2' 0G. GAL. CONT. s 2' O.G. 1 GAL CONT. o '8' ac. ! GAL. CONT. s 2' O.C. GAL. CON:_ s 2' OC. 1 GAL. CONT. s 2' O.C. VI EWED E0, i E COMPLIA APPROVE ILL CORREf T ION City Of Tuc! ;.DIN DM' • VO4-11 I 0 ' f f ) ter ,lA l 633 Southcenter PoAcray Tuk. o, WA.. 98188 - 2888 206 -246 -0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, Colifornio 90025 - 1748 Telephone 310 478 4456 Facsimile 310 478 4468 THS WNW IS AN IASTRIAE*T OF SRS . IS THE PROPERTY OF THE AROHTECT AND WAY NOT BE REPRODUCED HITHOUT THE AR'OSTECTS Pf1•S901 NS IJELSS THE REPRODUCTION CAMS 1HE ARCIIIECTS HAZE. ML CCOCN AND OTHER IfOR A11W STIOTACN 1PE ORA1114 ASE FOR USE ON THE SPECIFIED PROJECT O tY A.NO SHAD. NOT 8E USED OTPERWSE MTNOUT MITTEN PER%IS90N FROU THE ARCHITECT Registration No. Consultants Approvals/Phase: Key Plan: 6/11/07 No. Revision Date PERMIT RESUBM ITAL 2006 OCTOBER 23 PERMIT RESUBUITTAL 2006 NOVEMBER 1 REMITTAL 2007 APRIL 06 RESUBIIITTAL 2007 .LINE 11 A 0 A A A 0 0 s` A A i A A A _S L A _ A A A A a I Title Sheet CHEESECAKE FACTORY LANDSCAPE PLAN Job No. osI*1 Date 6ia! L1.1 • Soule ti 1 30.50 I" 2 oeeee RAINSIRD • 1812 i5' SERIES 12" POP UP SHRUB SPR WI 360%210% 20'.120* t q0• SPRAYS e &(SA RAINSIRD • 1812 10' SERIES 12" POP UP RUNE SPR. W/ 180', 120•. 90' t VAN SPRAYS AO 64 RAINSIRD • 1812 8' SERIES 12" POP UP 'ARUB SPR W/ 180', 120'. 90' t VAN SPRAYS 0 RAINBIRD • $12 5' SERIES 12" POP UP STR i 5ERE5 SI;SJS BUBBLER W/ CENTER STRIP SPRAY D 3J RAtINBIRD • 1812 4- 55T/EST i2" POP U? 5;4R.13 SPR. WI S!*,.,`E t END STRIP SPRAYS i 3 Y S © a 9 A WILKINS 1 600 SERIES Pr, SSU E R VALVE (SET OUTPUT 'a 40 P,5.1.) FEBCO 850 1 1" DOUBLE CI-IECK VALVE BAG«OW PREVE 4TCR � B s K 107 -9 SER�ES 0/0 BRASS BALL VALVE W/ BRASS INN ,'S (i i,4TC1-i L!'N S1ZE1 RA 1 ` IED 3RC 3 4" BRASS QUICK COUPLER VALVE L1PLK(MS •200 3 4" ANGLE VALVE FOR MANUAL DRAM A5 2 I _ =_Y W/ KEY E : E ' Ian, . ILEA T I-a WIATIC 2102LE- O i" ELECTRIC R�'101 E C41TROL VAL. VE IV/ FLOW CONTROL G_EN- I- 1 :LTON ' M IiN1 -CL I< RAIN SEEENS R (INSTALL PER TIANL.FACTURS L 5 T R TiGN5) RAIN ;RD • ESP-L )C 8 STATION +"IODuLAR CONTROLLER PISSUI, MAINLINE, SCI4_ 40 PVC PPE, INSTALL * 18" DEPTH (24" UNDER PAVE .6.16.5) LATERAL LINES, CLASS 200 PVC PIPE, INSTALL 8 i2" DEPT : (24" t.NDER PAVED A E45) CL A55 200 PVC PPE SLEEVES, 1 \STALL * 24'• DEPTe4 •4-A "' • D:RE C T Si.:R; A_ LOW Val. -7AC E ',1::!, R =5'CI ` ' 'Wi4i 1I ^ =CO",: ON 1 30.50 I" 2 29.44 1" 3 3181 I" 4 828 1" 3 21.63 1" 6 2010 1" 1 304*. 1" 8 _ 30.11 1" • • 1. This don is diagrammatic; all piping, valves, etc. shod be instoled in shrub beds where possible and shill fouow the pion as close os is procticol. 2. Loccte dl maneines within the project limits. 3 - 4. 5. M piPig and wiring under paved areas shall be housed :n doss 200 PVC sleeves inste:led of o 24' depth. Size s' eeves as needed to accommodate pipe and w:res. unless otherwise specified on drawing. 6. Contrector shall mole field adjustments as needed to obtain full coverage. Landscape Architect reserves the right to make nozzle changes as needed at no additional cost. Adjust head positions and odd or delete hecds as needed depending on octuol field condtions_ 7. Au manual. cote and electrical valves cnd other underground equipment snail be housed in Nelson. Ametek equal recto gulaf valve boxes. 8. No in -line wire splices allowed. Supply wive boxes at on electrical junctions. Tope and bundle rites every 25 Inner feet 9. Contractor is responsible for complete system drainage. Install Kung Bros. 1/Y automatic drain valves at toterot line low point(s). Instal monud dens at all mainline tow point(s) cnd where Lndicoted on pion. Contractor shat prov..de odjustobte check valves on any irrigation head that experiences. low head droinoye. 10. Ail threaded pipe connections shall be mode us'og Teflon tape %rapped at least three times around pipe t'.reeds 11. F s= GR =:,E S=R KQER BODY R&' E v SA- 125075 sic%:. ASx• = -CR EOM. IRRIGATION SPECIFICATIONS Pipe sizes ore constant between pipe size co!l -outs. Refer to detais for oddtionol informotion. Al? gate and electric valves shall be instilled with unions on the downstream end of the valve (refer to detois). 12. Ali pipe shall have a firm uniform bearing for the entire length of each line. free of rocks or debris. A!I trenches containing pipe and /or wires shall be bockfiled with dean topsol. free of of lumber. rubbish and rocks over 1' in size. or dean sand if dean topsoil is not ovo?oble. 13. Contractor shall provide owner with one set of cs -buRt record drawings showing exact actual locations of oil sprink.'er equipment. Contractor shot' orient owner with complete system and controller operations. and rxnterization procedures. 14. Contractor slant supply and insto•'t oil equipment shown on the pons and indicated in the specifications to achieve proper operation of sad equipment Al equip rent installations. electrical and plumbing connections shall be in conformance with all applicable codes and ordinances. these specifications, and the manufacturers recommendations whether indicated on the drawings or not. 15. Contractor shill include in his bid one Fall winterization cnd one Spring activation of irrigation: system. These activities shall be included es pert of Owner orientation procedures. Any damage to the irrigation system or the landscape as a result of fo!ure to comply with these requirements shale be the sae responsibiity of the Contractor. 16. Contractor shalt guarantee in writing on his company letterhead of moterids and r orcmonsh :p for o period of one full year toll owing ccceptance of system installation. 17. Bockflow p:eventor shell be inspected and tested by a certified bcckfow device inspector. Provde Owner with one copy of approvoi certificate. 'WALK O CL AB 3 /r POP -UP SPRINKLER ASSEMBLY NTS A- _ -. . ' • %VA..r As oEw L;JCA. sal St CES A.tCE3 r 218:f5 CA: 2C• At --- . a AaAC :f.' ...• ': 'IES r' a.. - ame.:- a + M r . * . _ A s • r _ a\S71 COLS At ELF ♦a.. - / r : -rsSs �eaz !sir ::.: xi s • lrL,E- >f 1 S%A &r.s.AS :s IA'A."F. as _ r- FAN. ?a,c- ELECTRIC CONTROL VALVE LATERAL t:\E r ^.1 i NG vti'E a:x k • r mss- 7C':c As Ll• :s• IJ.`1 # ?J• A\. Pw.t .•EAS. T• V..is A.. CTCA •PEA5 " KA•O►94sTV.aS • s ICS �.r -mac cJ►'•�L >i.E -ate AVr eftovz E-s so- sc Air- cwt as a'S.•E ...Gall V ., taxi ii. • NTS R&\9:R.) SA- 127575 Slrx, : SSEv?LY -oR EGuaL .O :tS: -1JSE Ti Fldri TAE FOR ALL in-READ-3) PPE CGAZC •CP.S. - \PFLE AVI S R ET ELL DAME S S- *u May_ sir Sz CA. SFR\C ER. GEAR DRIVEN ROTOR • uozw - A SUIT Vc O• SPer, OTAS 4 • . 11 E 3:x c:.cs DOUBLE CHECK VALVE K NTS F„Sr 0AX AT LP S C* Si -..PF aV SAID APES ce SEt'J•• LP Si a - a"..et STEAM t _ :✓- ' • fs' IAa "° s _ ; 4 r _cz„PAw3Se ■ A'.0 .Ala(rE w/ 7A.C. zn.sit► vs ..; r a c„ r- IE.. P ..s PIE.tt7; NTS Y PVC SLEEVE VAN L•E COMM: TEE 3/4• CLOSE %'.PLE 3 / X 3 pw:cats GRAS'S. Sl..v (2 0.1. FT.) LOCAL?: E , S' EV( 2 -S'Ax-ESS S=1.. wow- GE.A a.vgs RA:1B RD (63100 VALVE VARAER CiLiOr C L.PLER -N :1Si• rr -/2 :JAOM•c; STS. =x - : LEN - 1 1 1, 4 . 1.. 40 e e • I e • O o 12 V. QUICK COUPLER VALVE s 3 /-F siSH GRADE z • qr h MANUAL DRAIN VALVE ASSEMBLY : -�- a - '- I. • - AB CR CAGE ( .) 3" SI_ -. NTS SOH. SG 4 A - -P..: . LE";; i AS G; W SCE AG * Co. :._ 1: SCA eG r V ?.£ Y s - vPr tlt 2 -SC- 4 O.c S,' SST ELS fI+ AE F TM 5. •l P*.G ♦P. NTS !L* S f20o -3/4 (Ck2 £O• BRASS ANGLE VALVE 1121H WM. LULL AT A:1 WAINLM LOW PORTS TO FAOUTATE CC'- EE VAtt€ D2A !VAX. . . 1 >t4•• : BALL VALVE SO-. 43 : X -- • (1 ens 1/2- AJ:CACa% At A:F r PAC:TEC ?VE S.EE S VALVE ligie P:rE4 T .ec*:dk 9.T LOSS aR SPEOnCATO.a 2 W. FT. :•A.s. I' SI. 11 '4" SI. .r' i � • 3 WALL- MOIAIt` IRRIGATION CONTROLLER ON EXTERIOR WALL!•'FIELD YERIFY LOCATION. GEN/ELEC. COttTR. TO.PROVIDE POILER 4 RUN CONDUIT TO$ EAREST LANDSCAPE 13ED. ' - J r. mhuml - 3" Si, 3 ' 1 51. Its" 51. rf091 GRAM AT LV of met K Dor me PAID Aelfid (1 SCOW LV i Kit 67-ER APEAS) %17s OCX Catei s2 LPN, NTS GRa e • •. I • 0057.7.► A' LC• 40'4.' 3; / 1 AUTOMATIC DRAIN VALVE NTS I II 34.. 3" 51. 1'/a" Malone. III III 11 11 34..; i I I sf'si. I . � i . - - 111" 51 s 1 I fya" 51. • 14" S I. 11 P.O.C. sir NEW I" IRRIGATION METER. FIELD VERIFY LOCATION. STATIC PRESSURE • 150 P.5.1. PER WESTFIELD MAIN E. 6" SL I RRIGAT ION EQUIPMENT LIST • • VALVE CHART I VALVE 1 GPM I SIZE I • ca .PARABLE TORO EQ . . 1�r ' T MAY BE 5L 5 I T u % E.D FOR 9 +N3 "RD E s�► �a�T. lI' " SI_ 1 SI. P07-Ill " SI. I lea" S I. NORTH 20 r�40' 60' SCALE: 1"=20'-0" T SYMBOL I 1"7-R. I CATALOG NO. DESCRIPTION REVIEWED R COMPLIAN COO APPRO VED • 2 6 's ' • 7 k C.3 1 ow DIVISI014 A A A 0 0 A Q A A A 0 0 A A Q A A A A Sheet Title CHEESECAKE FACTORY IRRIGATION PLAN Consultants • t wri 633 Southcenter Parkway Tutea*. WA.. 98188-2888 206- 246 -0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, Colifornia 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 ass omen is AN 1NStWAENT OF SE11110E. IS DE PROPERTY OF ?NE ARCHITECT NO WAY NOT BE REPROOJK 0 tITMOOT DC AROiIECrS PERICSSER Aft MESS DE REPROO K110 CARRfS DE AVOa2ECrS RAE. ALL MCA MD OILER a.FOIIlAl10N 91OANt 01 r.( O•••r; AIE FOR USE ON DC SPECIFIED PROJECT ONLY MO SHALL hOT BE MED °THERMS£ RITHOUT lttbtfllEN PERMISSON FROM THE AROITECT Registration No. Approvals/Phase: Key Plan: Job No. (slim Dote OVARY LA- y ,. 6/11/07 L1.2 ter No. Revision Date 0 PERMIT RESUBMJTTAf 2006 OCTOBER 23 0 PERMIT RESUBMITTAL 2006 NOVEMBER 1 0 RESI.BIITTAL 2007 APRIL 06 L RESUBMITTAL 2007 JUNE IT Scale ar 1 a I i S ` • I GREASE INTERCEPTOR TAB CALM �,��� &CO`F • WIFRCFPTdR MODE C.O. fl IE IE IN IE OUT A 6000 1231 12.27 1207 1 \ 1203A, 8 60® 12.14 12.10 11.90 \ 11.86 � C 6000 13.59 13.55 13.35 1 1.#1 V 0 6000 16.02 15.98 15.78 154 E 6000 19.89 19.85 19.65 a 19.61 I>s- F G 2750 21.84 21.49 21.29 20.94 Hs ZpOp 1222 1218 11.96 11.94 J. IOUO 13.38 73.34 I 13.14 13.10 SIZING CHART DESIGN Number Of Meals x Waste Ms x Retenion x Sleeps = CapedtY FORMULA: Mr Peek Hours Rees Tin* Fodor N °Mom CALM 1/05 ages SIO ens - um or 7311 } 0 .� �T t1 .r l, . =; 1U _ "1. . r '►JVIIIi a AMIi f iiVealMifeifahe eF2;a11MZ;� lE c;'' W ii AI ILZAM Etii r I T 3 . 0 O rl. �" .I T • _ ____ Fi5' ILiCSi �1Ti.7s ll ��'.1 W `- [fir t ©tT21tt5E21IT55i® I r t . ifF! : CEA 'MANILLA f� Yv� 1 rC�'.l AVe ifFbl.iih5wiS [ Zit TEL LkA t- . Fr G''� �r r'Z IN I a`�. ii E LAM (L AII ®115 T t 7 11 ��'D 656.16{[SILT F IL7 tiar7 t -,_,i viii -u 1--.i:1 ,A ®t 1 L • • •• o IP: NIP c s f. :% 7Olrf - sir 1 :::icy .. ce E. :' : :' -- ^«:... `t INTERCEPTOR A INTERCEPTOR H* INTERCEPTOR B INTERCEPTOR F en"' 4 .P.4A:7,1 .D., ar . I s et 1 • 1 1 .1X - . _}t -Cis C 7l -1 . • • .. r :}:c a::c ;acy of the • after this dir.e rccc &`:r E, ( Gg e as6. /1.415R4ptac) •/ •71 INTERCEPTOR C INTERCEPTOR J* t 7 � yM tz � e In nC sirs - v • • to sir srses KEY PLAN 1N1EERCEPTOR D ".• .....amr • tea 'e •• • INTERCEPTOR E 3 • fCt PPS COIN Sea NTERCEPTOR G (UNDER SEPARATE PERMIT) CLEANOUT l (SAMPLE TEES) 6' 0 PIPE 0 / ;�IIPL a CI- ICI IE IN IE OUT co 0 c0 PLAN VIEW WOK LOCKSO FRAME IO0N01 AR'OASLOOHW aPLOSa RCS ONOnjW SECTION A•A NOTES: 1. REFER TO CHAPTER 8 OF THESE STANDARDS. 2. CONCRETE: S$ DAY COMPRESSIVE STRENGTH t = 4500 PSI 3. REBAR: AVM A815 ORADE e0 4. 1. $It ASTM A•185 GRADE as 4. DESIGIk AC1•1•83 BUILDING CODE ASTM C'.$T' INl IUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES'. 5. LOADS: H•- OTRUCK WHEEL WITH 90% %PACT PERMSHTO. e. FILL WTTH CLEAN WATER PRIOR TO START OF SYSTEM. 7. CONTRACTOR TO SUPPLY& INSTALL ALL PIPING S SAMPUNG TEES. 8. ONLY GRAY WATER. EXCEPT DISHWASHERS. BLACK WATER SHALL SE CARRIED BY SEPARATE SIDE SEWER. IENTO SCALE City of Tukwila GREASE INTERCEPTOR SINGLE VAULT WITH DOUBLE BAFFLE SHIM 8514 stE,B10.01: 08.03 I LA.TFEW31011 OLO4 A1+ewM B. SHELTON O O CLEANOUT (SAMPLE TEES) * TO FOOD COURT GREASE INTERCEPTOR DETAIL NEE b - I I 9 Wesdea Sou th center WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshtro Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4488 NS MONO IS AN IIS1RINE1(T OF SOME. IS 11E PROPERTY Cr DE AREHHEC1 NO MAY NOT DE REPRODUCED 1MIHOUT DIE ARO/TECT PERMISNO 1 AND INFSS AE REPRCOUCIIOI CAMS THE ARC IDECYS NAIL. Al. 0001 AND OAER NFORYAAON SHOW ON DIE ORATING ARE FOR USE al II[ SPECIfEO PROJECT ONLY AND SHALL NOT DE USED MERITS( NMI 1NRITTEK PERMISSION FROM 111E ARCHITECT Registration No. Consultants 1144 Eastlake Ave. E. Sulbe 601 Seattle, WA 98109 Approvols /Phase: 0.13 Southerly Addendum J 11/01/2006 Job Na Dote Sheet Title C 3 • Sods tut T (206) 522-9510 9510 F (206) 522-8344 www.PACLA1o.cEN No- Revision Date L REM PER COMMIS 4-20 -2006 8 PERMIT RESUBMTTAL 5-22 -2006 ® PRIG PACKAGE 6 -23 -2006 ® ADDENDUM F 8-24 -2006 ADOENDUM I 9 -26 -2006 ® ADDENDUM II 11 -01 -2006 Sheet Title case INTERCEPTOR DETAILS e t • 4 i li ‘\' N \ N: 1 1 b: ..%.\*■•.‘‘' i ) IC to f_ Te....2Z,t!,;44•14? . ■ :. ..1 !'iN-N,NS. $ ..,•1/4N■ &NN . :0, : ^.. r tSfFk . . •11 ` \N-','V `\ I f � �����a \ i \� GENERAL UTILITY NOTES 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.IN A. STANDARD SPECIFICATIONS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PUN DOES NOT REPRESENT A DETAILED FE1D SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY APEX ENGINEERING, RECEIVED 6-16-2004. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BINDING THE PROPOSED SITEWnRK IMPROVEMENTS. IF CONFUCTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF 1HE SUL - KIRK SIKH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PUNS, VIIHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUI1ONED THAT THE LOCATION All /OR ELEVATION OF DOSING UTOJIIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS MIES. AND WHERE POSSIBLE, MEASUREMENTS TAKEN N THE FIELD. DIE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE MUTT COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCA11ON OF UTILITIES. IT SHALL I E THE RESPONSIDIIITY OF THE CONTRACTOR TO RELOCATE ALL EASING MUTES AND EXISTING IPROVEMIENTS *ICH CONFLICT 1N1H THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARDII1ECIURAL PLANS FOR EXACT LOCA11ON AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING OIMENSIONS AM EXACT BUILDING UTUTY ENTRANCE LOCATIONS. 5. REFER TO INTERIOR PLUMBING DRAWINGS FOR 1E-IN Of ALL U101TIES. 6. AIL Fi . MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED U1U11ES. 2 CONTRACTOR SHALL NOTIFY THE UTUTY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LAZE. 8. MINIMUM PATER AND SANITARY SEAR TRENCH WIDTH SHNALl. BE 2 FEET. s • DE SOCB 506 2381 EX. KC -WILD NIH R18 -33 EX. IE (8" N) = 22.30 EX. E(27'W) =21.69 EX. IE(27'E) =21.56 NEW IE (8' N) = 22.30 9. ALL UTUTIES SHOULD BE KEPT TEN (10') APART (PARAIl ) OR WHEN CROSSING 18' VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PPE). 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERU ES, SANTARY LINES, STORM ONES AND GAS LINE (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDS OF LNG, THE WATERLINE SHAH. BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18' CLEARANCE* MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AVAYA C -151) (CLASS 50). 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BA€KFIWNG. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICA11ONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND NSTAILA11ON OF THE WATER AND SEWER LINES. 13. AU. NECESSARY INSPECTIONS AND /OR CERTIFICATIONS REQUIRED BY CODES Aim /OR U10JTY SERVICE COMPANIES SHALL BE PERFORMED PRINK TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION Of SERVICE. 14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPARES FOR INSTALLATION REQUIREM F NIS AND SPECIFICATIONS. 15. CONTRACTOR TO PRONE IRDICHING, BACKFLL, 2 -e PVC SCHEDULE 40 CONDUITS, AND PULIlNG SIRES FOR UNDERGROUND TELEPHONE SERVICE FROM EXISTING FACIJIIES AS SHOWN ON PLANS. CONTRACTOR TO COORONATE INSTALLATION AND PONT OF OON EC110N WITH WU1Y PRO' DER. 1& CONTRACTOR IS TO PROWE TRENCHING, CONDUIT, AND BAC F LL FOR ALL UNDERGROUND PONFR LIE AND VAULTS AS REQUIRED BY UTU1Y PROVIDER. POSER LIES AND POLES TO BE INSTALLED BY UTUTY PROVIDER. SEE SITE ELECTRICAL. PLAN FOR STE UGHIPNG AND FOR PRIMARY ELECTRIC SERVICE LOCATIONS 17. GAS PIPING SHNOWN! FOR COORDINATION ON.Y. INSTALLATION Of THE GAS MAIN AND METER TO BE AC MPUSHED BY U UTY la GREASE INTERCEPTORS SHALL REQUIRE A SEPARATE PERMIT. S8 236 • WAR_. AND 2" RPPA -84 S .l SIC. 3ti 2354 QoSIING - ErGA_ TE"I VALVE HYDRANT ASSEMBLY rrro ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPUCABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET VASHA REQUIREMENTS. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTUIES. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS - OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. s§ CITY OF TUKWILA UTILITY NOTES • • RRIGATION P. -me - -i -411/11 356 ---a; • 0 S. :.OW 96'4 :t iE II my moot 0-14 j I 70 C -3.4 • KEY PLAN LEGEND WATERMAN ARE HYDRANT FDC THRUST BLOCK GATE VALVE REDUCER DOUBLE CHECK BACKFLOW PREVENTOR (DDCVA) RPPA WATER METER SANITARY SEWER MAIN RELOCATED SANITARY SEWER MAIN - - 55R SANITARY SEWER FORCE MAIN GREASE WASTE LINE SS MANHOLE MARSH GAS FRESH AIR INTAKE MARSH GAS FRESH AIR LINE SS CLEANOUT TO GRADE GREASE INTERCEPTOR (SEE SHEET C -3.15) LIFT STATION FRMCHISE UTILITY CORROOR (GA TELEPHONE, ELECTRIC IN EASEMENT) UTILITIES TO BE REMOVED CALL 48 HOURS BEFORE YOU DIG - 800 - 424 -5555 GRAPHIC SCALE a (D ) 1 bob - 40 It- .L. 8" w EB V w s 0 • • lo o oI (oib INFe oN�Y) 1 )014 4 14 U_ • Registration N Consultants 1144 Eastlake Ave. E. Suite 601 Seattle, WA 98109 Key Plan: ADDENDUM F ,m ADDENOUY I Sheet Title WATER AND SEWER PLAN Job No. Sheet Title Sou th center 633 Southosttior WESTFIELD DESIGN & 11601 sh iir e R B V ouul �� 11th Floor Los M es. California 1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS °RAMMING IS AN INSTRUMENT OF SEANCE. IS THE PROPERTY OF HE ARCHITECT ADD MAY NOT ENE REPRODUCED MITTIOUT THE ARCHITECTS PERMISSION ADD (HESS THE REPRODUCTION CARRIES DIE ARCHITECTS NAME, ML DESIGN AND OTHER INFORMATION SHIN DIN THE DIALING ARE FOR USE ON THE SPECFIEO PROJECT OILY ADD S IMI NOT BE USED OTHERINSE WITHOUT NTITIEN PERMISSION FROM THE ARCHITECT Approvals /Phase: FINAL BID PACKAGE PROGRESS: 09/26/2006 'NOT FOR CONSTRUCTION' No. Revision Dote 8 REVISED PER COMMENTS 4-20 -2006 ,a PERMIT RESUBMITTAL 5-22 -2006 Q PRICING PACKAGE 6-23 -2006 8-24 -2006 9 -26 -2006 ® - /2s" fey 3/Z -r 9 Date Scale t•v Mani C -3.4 T (206) 522 -9510 F (206) 522 -8344 www.PAdAI..aoHI z • • a r S • a • • a a • a a a 1 a "7 no Z1 /Z'Cw .0 VF1RE - ---- -_ 6 --- - -3 "SO •. sV :z 1p u .1' - 3 "SD — — — G — 6 1 S0-- ' --- E asecakeTactog NEW RESTAURANT CONSTRUCTION WESTFIELD SOUTHCENTER MALL 230 Strander Blvd, Tukwila, WA 98188 .4 014=10 ••'::d fi ...e.. .i .. • o •■ r . I i• .. • • • v7 • : : ' • 0 • •: .0...__..__ o � w F • C t0 C • RYA: , 0*•• /., 6 A'VENT •.YM ter. •� I a p • C a 1 ce 6'SEWER . b • • 1....= I I m r" t ' gifl m 1J 8 P J• 10 4 3s! Pi I h I se ;A I o � ;"1 I I I hi ll! i! r „I ,i a • rye. NOD ir a • • • t M 4 0 AM; • YA0\0 10J \A•AMI1u \AI.0.N.0 • 1 /Q11y00/ 1010 AN ft-% • AM: • Y.\0\ 0703\ A ••.Iw.l. \f.• *re f•. \07031o0•41.0 - :1/ 47/0007 • :.5I PN • g ViAecalle`Fctory. WESTFIELD SOUTHCENTER MALL 230 STRANDER BLVD., TUKWILA, WA 98188 O 0 rn a 2404110 1'414411 :01311'11: ! gig y 0 0 0 CI)/ ...,Q }� .=" . 2M :- } -I .ramse =rams. + r- 0 t ca. �o •° r••.w N C ,d - - +'' • - w v to 1�•'Y ■ o® ®o ®00000 0000000000000® 1 OP ii qra PH; \N\\\\ \\ ii z 3 a AAC Y.\0\0703\D.t s\Nos.s\.It.- • . - 3/20/2007 10.23 AM it ' ....... • • I • • 1.• ;c • � trr — .1, • +• -rn I L I 1 r . .. • 1 . Y f act . V Y, . *Z I U. ■ Cr. •••• • N ° � • -_ — - • � ���, . e+ o+ • H r. O 4••••• 1•.r � W 1 I r IHIPOESSIN ?IT "WIN 1 4 XIV 51 g L et 1 0 444444444 szS' AC) 1 .1OI -IIb II 6 •I Ib i 881.86 dM "angle NaCisiVkiLS OSZ 1 a1Sid.1SSM riaPellearoaft9 ;"•;) L"f 0-14 II TO C � 1W IG•C - /.Opal /Li/ /L • 0•0•0011: oiMY•Ierk- is ■b1••■••v ■CO /0 ■0vJ • :I V • v LL • •i•- w.•■•w- .∎r•∎• U. ••=1•••• r• .�..�.. • — N =MJ m ergo - Ii• •, 1 • . r• : \\ % 1 I • Gc: .w my. • r■r•■•M....• ear •••• ...•.. Woo n - ....�....r.r... • ..• ._Y-_. .r-.•. ��.�•�...�...�ww.. ..r••..... rr..w. • ... •. • .. `v T• /Air i ^ 1 wr••w�....r__4. •�..w....•r...-4 r •-._ OIw'O.a v ■ii.w,• v■ro /o■ovi • w. .•................. ' y 3W w • • • • • r • d. • • • • • • • • x • • 1047 AM WIN ■ IN 14 tq NN1 A111MINI NM W 124' 3' -10' 12'-4' 8 1 Am; ►• \0 \0 /03\MNwr.o•M4 •1.a.y • NO)/ 1 :00 ' ! Co •aTz) AAC r.101070 31A•amrrt.\r.•0..rrs\O70Jlow:wog • 7/27/4001 • 7.5% PM • 1 . 111 ;iU ll�l' .1 t • :.. r .071k :4:":=1. % , •,' —1. n.l.li 4' i Nittlen e lsecalva . "Fctory. WESTFIELD SOUTHCENTER MALL 230 STRANDER BLVD., TUKWILA, WA 98188 L .h: .�N•0•••••• wM.A I • . ......•1.. .•.•,....r • ..r,. ..N.• • r r r rn 0 rn z d ?/6/07 441 PM IMF Id! s 0 DDDDDDDDD • , u • ;- • . %: •`r' ' - i' 0 r..F Y, :T : . . • -. •... • .L. x id! g qi Nil -1 641 : : gq gig hg 1 ,1$ itmOt - 8 qt lef 8 21 qi • ....- .. • •... i� r�.� ._.... - -.r. -. 0 1 °-- -v�� • • _ 1 r rn A I- r 0 FLY. . r 9A s m5 giti o -1 2 01 g m m ixi YXI 1 0.' \ rig csi PIP 01!44 7 ts o w l A ~ 0 .gym. �.. 6 • • T • ■ as c.• • V Man 0� r • • J i ' p_ - 0000 00 00 00 0 O 0 Flowlilliq x i p x!: ! 1 1 1 fa 0 'ili ii lui N iF 6 ; 6 P P * 11 e g a T q x I t 3 a x N x oa c, : A N Q� r • o - T I • t" 1> t xx x At '• of x § i • • • • N • 1 c t f • • t A • MC • r• \0 \070R\D.taA.\Nat.a \.alltv0. d.e • P /6/07 • 4.01% oe®0000®®ooc acooto®® ®o ® ®o ©o ®©oo CATS ®000000 ®®S ®o® 106®0 ®0o0 ®0 000 0® 0000 00000 iiiiill 1 !Till! 1 1 I � l9 t8� _ �� €$a� € °� 4x �� � as 1111 9� ¢ 9 � 'P 9 g (ID ga i; it iii a �`�� A � & 1 dI irlij VI H il 3 rilliltr i ¢Pli � d i i a �£ i R9 1111! A 10 I 1 hilP � WI � � { IIi � $� o pp1� � � 1 1 , p 8 iii 1 6 i i!p Rg 1 1 I 1 1 1 J ii . 1 i di I ii !Ls I . 1147 ! 1 i 0 g 1 il i 41 1 gi 4 I 111 i i 1 i 1 i 1: I 10 ill i I f 1 3 le z ip 1 MC - F• \0\0703 \Oitslls \Motes \rl . - l,na.. 2/27/2007 - 2•21. rn rrt z 0 w Pr -ff 0 4.. rrt Z rn dP d • 40 • • • • fi • AAC • , \0∎ 0101 NA••n••1‘Ve•yp•I'•\O • 41/23/E007 • 1/1 3.1 PM o aM 111 11 101 Hi ;Ill 11 0 111 gg;! 111141 gp 4P/I Egli! Ftg2 fie VI II! 11 114 lid III h 1111 'lir hi; gill 11 101 1111 1;11 la 1 "MI I g 205 STRANDER BLVD., TUKWILA, WA 98188 r C' 0 I 5N . '! D g r rn e ziecakeTactory, WESTFIELD SOUTHCENTER MALL lin 'Ho DDDDDDDDD O N o ®o ®oo ®0 000 ®000 00® 000000 0 0 0 ®® 00 April ' i' Ii: ; 'ill ' °PI / 1 9 q 1 1 i l i l J 14 1 il 111 IV 4 1J h .° - 4 h , § 61.1 i 2 i 1 k 1 lii Willi ; ili P 1 1 in 1 a Mil 1 i 1 A t ! iji et 1 i g 1 bl T 0 H g ID 4 i 41 • C•0•0 i ae w cn nt 1'47 " b • 000 5' •Il , J . • 41'4 • :_D ( 4) 34' -6 ' 3'-0 4174 19. - 4• • •trerregO/ • 4 U.l MM AAC • p • \0\0 10.1\A - oleo W.A0 z i 10 ' n ai l ■ � ••• .� k;'), ' �. I11� t ' 1 AO AI cl 5 fV 'n r. 4 `N 1 ,• AAC V.\0%0 /0'J\A'.M•It\h •f{r•I•.\0 • 1! /43 /1147 • 1 63 10 PM e Isecalaractory. WESTFIELD SOUTHCENTER MALL 205 STRANDER BLVD., TUKWILA, WA 98188 DDDDDDDDD 0 8 2 0 ;Fyn! 10 01111'04 T .. — 11 Zoe. _ C=. . . �• e-a x • i as • • • • • • • Ill AAt; t'•\0\0 /0 MC ---_• ••• =L:=... ...- • • /•\0W/0'1M- { f - r.1'i \07001OOuUsO • .. _. ' t , L- - - - =�- �. • •:' • 1 " 1 ON 0%) • d/R7/P007 • Iti39 PN •R.. •• , • 1 .4 1 r L 10' -b :I t . •II.• 4 • l • , a 0 XN .C/ " _D 4 r rn e ziiecake"Fctory, WESTFIELD SOUTHCENTER MALL 205 STRANDER BLVD„ TUKWILA, WA 98188 zME 70 -1_ ,„1 }r}IIh.1� f ti`Ililll( I.`',IV14 ) .,.. 41 „1 4i • • •• •I q: • 4•403• 444• q. A ll 4 a d. AI 444 2 CO. PANELS 4" 2 CO. PANELS' 4' 2 CO. PANELS 2 EQ. PANELS ' tt- ' 4 " fe ' 2 W. PANELS 0 IO'•6+k ✓V• lyY ..1. •�_. ij• r -�wlNl \I ill ' r \ r i:� ••.. �• III • 4G • • ti ".. • to 1 1 • MINOMMOINIIMI= • • ��••� • { { ,,. \ +• .;+i. . • N O D Y 41 4,4 . 2 EQ. PANELS , +tip + • ,••• ••y 0 11 1 0 ,.+ 0 0 0 �H. C •1 'i WOW D i 4 In 4 44.4 • r I• r . 1'-II I• r q' -10 I- L • • • • • •�` .S 9' -2• S•-•j. CO. PANEL, \ . • • • •J \ 0 8 MID 0 • -r• :rw •\ . j . luvic 4 i. ` • Zm► ailli t — •••••••••••••• • . • J ~ :° �.14. 124 :1 911/0:11. r r I• 4. r r •: II .:r.••• ZS • • •,.•.�I r• 7.722 7 • ' f•.w••.••�.rr. J J '•,T•• r • r 4 , ..�. ,.• , ,4__.•.•w.. • i : . • .1• r- •••• -•. • �. I I • 1 11 � r-" 4 - • t A li I'& 14 11 .._.-_- .•N- .•••w••.•••rrr..l_ .r. wa►� .._ww - - =me • w 1■••••— :r ... •l.'s -, . fir.'• • • • • 2 • • 0 • •Y is I H" ...._r. • • • • • S • • ori e '"; - res— _I _ _I_ .. _ I_•_ NI I . •.•. PINIPliii % ■rI, sr.. - R.• - •1Q . II I KW) ■ in Ili. 1 1 I mar _+___+,==:,_ ,.„,./ ..,.......... ,,.... __,__.......-.:... ,.11 111111 , . . in ., 0) _+__ - •■•. + :�'-;- --; - I —t IMP (11111111 ma: aaFS► 'NU • as ®: AIM AMEN r7� 4a • \ \ \ \ • \ \ , \ \ \ \ \ \\ • `; \• ; � � \ \ \ \ \ \ \ \ \\ \'\ \ \ \ \\ • \\ < \e \ \ \ \ \ \\ \ \ \ \\ \\ \. \\\ \ \ \\ . ., \ \ \\ • 1 ai - - •. IR11I /1 ■■ i\1 = M�� 17•=% Ill ■i 4 1 —LEi I • • . 1 \0\0607\0. 4 \Nn •4• :PI 0.44. • 4/4/06 • S.0 PM <_ wommel Am. g h 9 0 a -O Abe aw l 14 rn n rn r N C> VO - F.\0 \0607\D.t641\Nst.s \l- t •dMms •nets. - - 4/4/06 - 3•80 PM MC 8' n\o ociv, /M00■M:MO.MrO • Q • $4# PM AAC •• /.\ 0\ 0/ 0∎A• MOM. 1 ti‘ I 6•00° . 1\070bn004160 • e lsecalse'Fctory. WESTFIELD SOUTHCENTER MALL 205 STRANDER BLVD., TUKWILA, WA 98188 N /r3/P00? • IIN:10 PM DDDDDDDDD O 8 a O " 1 ;1121:11491RI • • • • • • VU - f•\ 0 \0A•J \p.1044�Mnq. \IICMI.4MMWri • 41410A�PM • i(!):' ab ewe r•,,•r �—r — Y._r_•_r• w_..•— _ ___«r--- ._r-� r7 \ ' \ \ \ \ \ \ \ \ \\\ \ \ , \ \ \ \ \ \� �\� \ \ \ \ \ \\ \ 1111111111i \" Irak "MI eI�.r�E'ud' I ° 6 • MOM r t �fl, Ir4 !ma xiilifsl i 1' -- l' . _ 4 . :Q : - - - a� • • - - -- - ---- - -- -- - -, IredEll -I • ..— MIli / _, 7.. • ..• i ._ 0 . I :'( IC • A .t, . . . i ....L. PANINIIIi --, imike p.,. ,.-- ., • / -,.0- ,�...\ i ~ ., ,�,1 _ • : ' _ . •#.. 1 _......._ - -• '1. t11 .� ! at • C•�o\os10 \Delay. \Met..∎CLG.CRQdw• . la /ao /os • W O PM AAC •••• • . . �_■•.�■_ • • .n... 01: r • . •■ rAwwruaS,n- .nr.4.\A;►.I•avu • 04 ',not .4q„ YM em ot A% r , ;:r i p y r r 1 � L r r • r L__ �,o. 1 r 1 , , L— , . •. . I 1 � I __� _ . nillmi.,. I I IMII , ;. _ 4 ` • 1 ' (: "' � ` �;� ill 0,2, ' � �•.., '. , r _&` -_ r . ,:�►� _ 1:. ; a 4.. Vi i : 61.1.a ; _ < ) \ \ , j ,. ,% ..rrd � � \ ; L. • ` I ice. �� c.-,6): ©.. •ja L___- le>.....)..., 1 ,(44 I ® \,\ t I L ., , .1.• li ' i . I .., i l : I i i 111 ;a 'fir ; fr?.,1_ 1 . .,_ t ". gill ,1 - - - ; . I � � •s kli :.! '� vi ■► ' 1.1 116 1111 .- •. , i TIi L t ; �' \ , � ,c., , • , ,,,:„.,,,/ . me • rn00103v4 ,4,.• u‘f.•r•.f•00703,100a4.0 • uia)iro07 • IRAO PM O tbecakeTactog WESTFIELD SOUTHCENTER MALL 205 STRANDER BLVD., TUKWILA, WA 98188 D DDDDDDD D 1 O 8 4 O 1; 2 2411 IFIN :OAP 1 ;II %elk It Sbesgbit T 1 • .0 ulrlb =OM. COO 4Y T ... _ •,.. m , iirirmi • ra i t : in ,,,, in . ' .. : . ' MS 5.471 :. 4 lel ....1— . ,.s, ,_....„......,.....__+_,‘'' It ll _ ri IIIII NI 9, ... • . N'Ill _ WI nill El ....._..... + + ' , , f _+___+__:_f_e 1 . .. vr's ' 1 a . , , i / ' NI NE qj • • • • • • VU - f•\ 0 \0A•J \p.1044�Mnq. \IICMI.4MMWri • 41410A�PM • i(!):' ab ewe r•,,•r �—r — Y._r_•_r• w_..•— _ ___«r--- ._r-� r7 \ ' \ \ \ \ \ \ \ \ \\\ \ \ , \ \ \ \ \ \� �\� \ \ \ \ \ \\ \ 1111111111i \" Irak "MI eI�.r�E'ud' I ° 6 • MOM r t �fl, Ir4 !ma xiilifsl i 1' -- l' . _ 4 . :Q : - - - a� • • - - -- - ---- - -- -- - -, IredEll -I • ..— MIli / _, 7.. • ..• i ._ 0 . I :'( IC • A .t, . . . i ....L. PANINIIIi --, imike p.,. ,.-- ., • / -,.0- ,�...\ i ~ ., ,�,1 _ • : ' _ . •#.. 1 _......._ - -• '1. t11 .� at • C•�o\os10 \Delay. \Met..∎CLG.CRQdw• . la /ao /os • W O PM AAC •••• • . . �_■•.�■_ • • .n... 01: r • . •■ rAwwruaS,n- .nr.4.\A;►.I•avu • 04 ',not .4q„ YM em ot A% r , ;:r i p y r r 1 � L r r ! r L__ �,o. 1 r 1 , , L— , . •. . I 1 � I __� _ . nillmi.,. I I IMII , ;. _ 4 ` • 1 ' (: "' � ` �;� ill 0,2, ' � �•.., '. , r _&` -_ r . ,:�►� _ 1:. ; a 4.. Vi i : 61.1.a ; _ < ) \ \ , j ,. ,% ..rrd � � \ ; L. • ` I ice. �� c.-,6): ©.. •ja L___- le>.....)..., 1 ,(44 I ® \,\ t I L ., , .1.• li ' i . I .., i l : I i i 111 ;a 'fir ; fr?.,1_ 1 . .,_ t ". gill ,1 - - - ; . I � � •s kli :.! '� vi ■► ' 1.1 116 1111 .- •. , i TIi L t ; �' \ , � ,c., , • , ,,,:„.,,,/ . me • rn00103v4 ,4,.• u‘f.•r•.f•00703,100a4.0 • uia)iro07 • IRAO PM O tbecakeTactog WESTFIELD SOUTHCENTER MALL 205 STRANDER BLVD., TUKWILA, WA 98188 D DDDDDDD D 1 O 8 4 O 1; 2 2411 IFIN :OAP 1 ;II %elk It Sbesgbit T 1 • .0 ulrlb =OM. COO 4Y T • 4' I • • • • • N } M omits 0 AAC • 1A0 \0703 \•••••tiem -0.04!0 • 3/eu/400/ 11•'11 AM I � MC \\.. m 4 J • b N -,rte i• W u► MEP N V I' ,• • f. \0\ 0703 \A••PI01l \1.•XrV1'S \07031000.0.Q • 3/07/0007 • ) t PM M 0 IPA, I., ( SLOPE I/4" I PT o 0 CD 0 owl (SLOPE 1/4" .1 PT MIN. WESTFIELD SOUTHCENTER MALL 230 STRANDER BLVD., TUKWILA, WA 98188 41 1 LW 1 ,CZIIiZIiZZIZ), 4 co .3;iyq ra -d '.9 �, • tri rJ l , e . ) . �,� AC • CA0\ 0709\ Details \NOtes\R0'- NDTE.M,•o - 3/27/4007 • 001 PM Ski r j .. L Mi >>>>>>>>> lo' SLOPE 1/4" s PY MIN. ► 1. ,� .:x rxG ' ..*; ;.. ; ()goes F 2 I - - r— -- - - - -J. 11 I 2 0 o C 0 < 9IO'! 1/4" , FT MIN. - •.. •. • .. Z1 =JJ (ID o o YW - -` /� • •�..h. • M •�+�-�� tiro • pr-he Vir4114 ti=: • • !ArM�JAyh MINIUM 2 01FRFPPW ;1 A • 1 r•' Y• V N 0 N b ■ 006 14"i"I! p,1 ©060 ®00000e00000000 0 0 0 0 7 (P hiM 011;4 r di i da 4 • N • ;(' g z 3 i f m mema Winn • V •r• a x • O SOUTH ELEVATION I4 14; ?VW./ ; Cs TOP OF PARAPET • • cam: I. ALL DECORATIVE F18ER6LA56 SHALL BE LIMESTONE IEX1LRE, DOLOR AS MANJFAGTURED BY 'DESI6t4 (DM INSTALLATION' (D FULLERTON. CALIFORNIA 014) ' 134 -4622. JOINTS SHALL BE SEALED 111111 SANDED POLYURETHANE E SEALMIT. COLOR TO MATCH 6ROUT DOLOR *2.3 ARTICLE MITE (GLI561G GROUP 1) FROM THE 1944 LATIGRETE SYSTEM RENAISSANCE OF DOLOR GATAL06. PROVIDE 9AlPLES OF FINISHES FOR OM ER R APPROVAL. SW 2. ALL STONE VENEER and TILE ILL BE PROVIDED BY AMERICAN STONE COMPANY, HOUSTON, TEXAS MS) 747 -6200. 3. UNLESS � INDICATED, ALL EXTERIOR W SA FACES AND SOFFIT FACES SHALL BE COVERED PITH ONE - LAYER 518' TYPE % DENS-6LASG 60LD GYPSUM SFEATHIN6 (6EOR61A- PACIFIC) AND ow LAYER 6RAPE -D BLDG. PAPER. PAPE TOP OF PARAPET XP-3 j € 8 DECORATIVE PAWNS BY OYI�FR O A Q FIBER6LA53 ROPE TRIM 1, O FIBERGLASS LIGHT MELD PITH VEEP HOLE I ® ROOF LIGHT i, 8 DEU ERY DOOR AT EXTERIOR WALL 0 a ® w FABRIC Arias e S O FI RISER ROOM 1 O REMAINS WALL V FB-2 DEPT. APPROVED DECAL FOR MAIN ELECTRICAL DISCONNECT 1 ® EXTERIOR FINISH MATERIAL/COLOR SYMBOL, 1212/41146S. SCHEDULE ON ID. Ii65. SEE 21 RECESSED KNOX BOX PER FIRE DEPT. STANDARDS. ® STONE BASE GM ® M1TBR BASE AND RETURN TO YLALL ® STONE VENEER ® LIGHT FIXTURE FURNISHED BY OM ER INSTALLED BY 6,C. ® 1.81.1 sox BY OY4NET; VERIFY 512E AND © ©6HT WITH OMrJER SEE ELEC. DRAYIN65, SEE DETAILS TYP_ ® PABRIC APIiIN& ® DECORATIVE FlBBt6LA9S JOINT GONER. VP. ® TRASH ENCLOSURE GATE ® DOOR PER DOOR SCHEDULE ® STONE BASE ® LIGHT FIXTURE, SEE ELECT. DW6S, PAINT BLACK GONCUIT 1 LIGHT MIRE 33 FIBE•6LA56 PEDIMENT HI. TYP. TYP. I TYP_ TYP. EAST ELEVATION Ut A EE TvP_ 10 FIBERGLASS MOM 5URROUID LI OF 12 CLAY TILE RO FIBERGLASS SPIRE ® LINE OP ROOF OR PLATFORM BEYOND 14 PUSH PLATE DOOR SNITCH. YEATHE1R RESISTANT, MOUNT AT .36' ABOVE PAVING 15 PINDOW, SEE STOREFRONT ELEVATIONS. 16 CUSTOM MOSAIC TILE, OYMER FURNISHED, CONTRACTOR INSTALLED. 17 GONIROL JOINT, TYPE %.1-51 1N'! BRICK/STONE VBEER ® CAST STONE WALL GAP - STEPSTCNE, INC., GLA5E�1G YWLL GM CAFE BROWN A50 T' ILLUMINATED S16145 BY OPIER MUG). DC. TO PROVIDE WALL BACKING. SEPARATE PERMIT MOT P SOUTH ELEVATION ; l o- • FOYER NV THIS PERMIT) ELEVATION KEYNOTES 0 I' THICK 3-COAT PORTLAND CB ENT PLASTER (STUCCO) el t.ETAL LATH. FINISH GOAT SHALL BE 'OMEGA PRODUCTS INTER SMOOTH GOAT. ONE6A- ('J02) 734 -4040. IROYO. TO ACHIEVE A 'MISSION' OR `SANTA BARBARA' TYPE FINISH. PANT OVER STUCCO WITH TWO GOATS BENJAMIN MOORE LOW LUSTER ACRYLIC, DOLOR PER ID. DRAYING9. PREPARE 4'x 8' MOCK -UP ON SITE FOR OYIER APPROVAL. NO .5(JB6T1MIONS. ® 12' x 12' DIA6ONA. TILE, THINSET el GEMN3iT PLASTER o/ MTL. LATH 1 BLDG. PAPER. $ FIBERGLASS CORNICE 4 FlBER6LAS6 N40WN% ® -�- ® ® DECORATIVE FIBERGLASS GOUDA CAPITAL Al D BASE ® F1 ERGLA56 MOULDING ® DECORATIVE LIGHT FDCIVRE :4 , „1■10 4 gm 44 1111 PI _fill I'1 ► : Q ` g QQ I'1 ►♦< lin :6■41111111 IOTTAtt ' 71Hsi,.1.ai,.r�� Q 1)741�1�1A1OR1X1Rt r4- TYP 1 1A1A1 i W ",421 1 = Nr `r te *';� , :� ♦ . i CHEESEC 01 - III 1 ( TOP G PARAPET 1 i 1 • ��♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ r.S W.W .- .- . - *���� �j1�i�ii�i .F � . 1f�� ♦ : ♦ ♦ 1 FRA:05T46 TGP CF PARAPET Ta OF ezze PA. P.R(7'w t 1 • 1 0 0 NEMO a. CRAIG SOLE • JOB RD. cnos CRAIG D. OKA STATE Of O BID SET ' EXTERIOR ELEVATI0h5 ARCH1TEC1URE 1920 E. KAIEEEA AYE, SR. S ORANGE, to 9186 F A X 114. 991. 1193 1 E l 114. 991. 9134 92S$ REGISTERED ARCHITECT THE ORAMRYGS, SPEOi1CAIONS NO OTHER DOCUAE,HIS PREPARED BY THE ARORTECT NOR nes PROJECT TIRE sanuCdS OF THE AAOJ.TECFS SOME FOR USE SOLELY HUH RESPECT 10 MIS PROJECT AAO UNLESS OIHERAilSE PR04EltD. THE ARCH+IECT %NU BE OEIDAFO THE AMOR OF nine DOCUIENTS NO SHALL RETAIL ALL COWAN LATE STATUTORY ATHD OTTER ER RESVED RJO NS. MUMS THE OOPV G HT. THE APDITECTS omens. SPEOmC11TIONS OR DTHER 00CU VENTS SHALL NOT BE USED BY THE ORNER OR OTHERS ON OTTER PROJECTS. FOR ADDHTJONS To on PROJECT OR FOR CONPLETiON OF UIS PROECT BY OTHERS ExMEPT BY AGREEMENT N MF3IMIC 8Y THE AR ITECT. O PROGRESS PRINT 02 -23.01 ® PLAN CHECK O CONSTRICTION A A A 0 SfEET NIl1 ROZ CITY HEMS) ;JR29 PERIMICaTEs A5.0 aF SHEDS • e • 1 OM 1 1 SOUTH ELEVATION I4 14; ?VW./ ; Cs TOP OF PARAPET • • cam: I. ALL DECORATIVE F18ER6LA56 SHALL BE LIMESTONE IEX1LRE, DOLOR AS MANJFAGTURED BY 'DESI6t4 (DM INSTALLATION' (D FULLERTON. CALIFORNIA 014) ' 134 -4622. JOINTS SHALL BE SEALED 111111 SANDED POLYURETHANE E SEALMIT. COLOR TO MATCH 6ROUT DOLOR *2.3 ARTICLE MITE (GLI561G GROUP 1) FROM THE 1944 LATIGRETE SYSTEM RENAISSANCE OF DOLOR GATAL06. PROVIDE 9AlPLES OF FINISHES FOR OM ER R APPROVAL. SW 2. ALL STONE VENEER and TILE ILL BE PROVIDED BY AMERICAN STONE COMPANY, HOUSTON, TEXAS MS) 747 -6200. 3. UNLESS � INDICATED, ALL EXTERIOR W SA FACES AND SOFFIT FACES SHALL BE COVERED PITH ONE - LAYER 518' TYPE % DENS-6LASG 60LD GYPSUM SFEATHIN6 (6EOR61A- PACIFIC) AND ow LAYER 6RAPE -D BLDG. PAPER. PAPE TOP OF PARAPET XP-3 j € 8 DECORATIVE PAWNS BY OYI�FR O A Q FIBER6LA53 ROPE TRIM 1, O FIBERGLASS LIGHT MELD PITH VEEP HOLE I ® ROOF LIGHT i, 8 DEU ERY DOOR AT EXTERIOR WALL 0 a ® w FABRIC Arias e S O FI RISER ROOM 1 O REMAINS WALL V FB-2 DEPT. APPROVED DECAL FOR MAIN ELECTRICAL DISCONNECT 1 ® EXTERIOR FINISH MATERIAL/COLOR SYMBOL, 1212/41146S. SCHEDULE ON ID. Ii65. SEE 21 RECESSED KNOX BOX PER FIRE DEPT. STANDARDS. ® STONE BASE GM ® M1TBR BASE AND RETURN TO YLALL ® STONE VENEER ® LIGHT FIXTURE FURNISHED BY OM ER INSTALLED BY 6,C. ® 1.81.1 sox BY OY4NET; VERIFY 512E AND © ©6HT WITH OMrJER SEE ELEC. DRAYIN65, SEE DETAILS TYP_ ® PABRIC APIiIN& ® DECORATIVE FlBBt6LA9S JOINT GONER. VP. ® TRASH ENCLOSURE GATE ® DOOR PER DOOR SCHEDULE ® STONE BASE ® LIGHT FIXTURE, SEE ELECT. DW6S, PAINT BLACK GONCUIT 1 LIGHT MIRE 33 FIBE•6LA56 PEDIMENT HI. TYP. TYP. I TYP_ TYP. EAST ELEVATION Ut A EE TvP_ 10 FIBERGLASS MOM 5URROUID LI OF 12 CLAY TILE RO FIBERGLASS SPIRE ® LINE OP ROOF OR PLATFORM BEYOND 14 PUSH PLATE DOOR SNITCH. YEATHE1R RESISTANT, MOUNT AT .36' ABOVE PAVING 15 PINDOW, SEE STOREFRONT ELEVATIONS. 16 CUSTOM MOSAIC TILE, OYMER FURNISHED, CONTRACTOR INSTALLED. 17 GONIROL JOINT, TYPE %.1-51 1N'! BRICK/STONE VBEER ® CAST STONE WALL GAP - STEPSTCNE, INC., GLA5E�1G YWLL GM CAFE BROWN A50 T' ILLUMINATED S16145 BY OPIER MUG). DC. TO PROVIDE WALL BACKING. SEPARATE PERMIT MOT P SOUTH ELEVATION ; l o- • FOYER NV THIS PERMIT) ELEVATION KEYNOTES 0 I' THICK 3-COAT PORTLAND CB ENT PLASTER (STUCCO) el t.ETAL LATH. FINISH GOAT SHALL BE 'OMEGA PRODUCTS INTER SMOOTH GOAT. ONE6A- ('J02) 734 -4040. IROYO. TO ACHIEVE A 'MISSION' OR `SANTA BARBARA' TYPE FINISH. PANT OVER STUCCO WITH TWO GOATS BENJAMIN MOORE LOW LUSTER ACRYLIC, DOLOR PER ID. DRAYING9. PREPARE 4'x 8' MOCK -UP ON SITE FOR OYIER APPROVAL. NO .5(JB6T1MIONS. ® 12' x 12' DIA6ONA. TILE, THINSET el GEMN3iT PLASTER o/ MTL. LATH 1 BLDG. PAPER. $ FIBERGLASS CORNICE 4 FlBER6LAS6 N40WN% ® -�- ® ® DECORATIVE FIBERGLASS GOUDA CAPITAL Al D BASE ® F1 ERGLA56 MOULDING ® DECORATIVE LIGHT FDCIVRE :4 , „1■10 4 gm 44 1111 PI _fill I'1 ► : Q ` g QQ I'1 ►♦< lin :6■41111111 IOTTAtt ' 71Hsi,.1.ai,.r�� Q 1)741�1�1A1OR1X1Rt r4- TYP 1 1A1A1 i W ",421 1 = Nr `r te *';� , :� ♦ . i CHEESEC 01 - III 1 ( TOP G PARAPET 1 i 1 • ��♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ r.S W.W .- .- . - *���� �j1�i�ii�i .F � . 1f�� ♦ : ♦ ♦ 1 FRA:05T46 TGP CF PARAPET Ta OF ezze PA. P.R(7'w t 1 • 1 0 0 NEMO a. CRAIG SOLE • JOB RD. cnos CRAIG D. OKA STATE Of O BID SET ' EXTERIOR ELEVATI0h5 ARCH1TEC1URE 1920 E. KAIEEEA AYE, SR. S ORANGE, to 9186 F A X 114. 991. 1193 1 E l 114. 991. 9134 92S$ REGISTERED ARCHITECT THE ORAMRYGS, SPEOi1CAIONS NO OTHER DOCUAE,HIS PREPARED BY THE ARORTECT NOR nes PROJECT TIRE sanuCdS OF THE AAOJ.TECFS SOME FOR USE SOLELY HUH RESPECT 10 MIS PROJECT AAO UNLESS OIHERAilSE PR04EltD. THE ARCH+IECT %NU BE OEIDAFO THE AMOR OF nine DOCUIENTS NO SHALL RETAIL ALL COWAN LATE STATUTORY ATHD OTTER ER RESVED RJO NS. MUMS THE OOPV G HT. THE APDITECTS omens. SPEOmC11TIONS OR DTHER 00CU VENTS SHALL NOT BE USED BY THE ORNER OR OTHERS ON OTTER PROJECTS. FOR ADDHTJONS To on PROJECT OR FOR CONPLETiON OF UIS PROECT BY OTHERS ExMEPT BY AGREEMENT N MF3IMIC 8Y THE AR ITECT. O PROGRESS PRINT 02 -23.01 ® PLAN CHECK O CONSTRICTION A A A 0 SfEET NIl1 ROZ CITY HEMS) ;JR29 PERIMICaTEs A5.0 aF SHEDS • e • 1 • • 1 11 4 10/04/0.1 .•..l0 pa 149 WI 1'.\O\0.1.�1\A•shrrtl\ 065-0./63•1440 1 • J. • N to .. •• 1 • . , • 1 . r of ; V .1 Vol n .. .. • , s 9 1 1 1 AA N • 1r \09 /03\A•rrr1r\A9- 0•Ati- 1.11rp 3/.4/!007 • 101V AM g MC - Pr \0\0703 \A•s hora0h•q�dh \07031a0ade0 • 3/D7/R007 • :1 1n1 4 Z) 4 l e zsecakeftrictog WESTFIELD SOUTHCENTER MALL 230 STRANDER BLVD., TUKWILA, WA 98188 N > 4 V 26'-O" • • � •1 • T® 1!;:D 6, , 14 1 ., • 113 ( • 0 0 1 1 111:0 Pailg;111 I X / 1%1 4 $? 0/ gdnii tz®eogesc:xo _z g ig HAilg ill OP Pi 0 OP 111 hit 1 I 8 MC - PA0‘0703ND•caasw0en‘n•psn- sava.rp - t/30/07 - 701 PM� ®60 ti mnm eemeg0 f 11111111iiiii gii at 413o a I 1 1 11 ; F di ; 0 00000 00000 , 21g 4, IR 3 s ? N 7� ; oo eeee000 0 0 ' ppp 1 1 1 q1PC IP& rplo>i t ii,iR ijj 8 0%0 P >s C►- = MC - F.\ 0\0703 \0•torts\Matrs ■n- rlrvro.d•p - 3/27/2•7 - 9133 PM Ji OK.' AMC MID 1 OA EIN LW ----- .50 Ti: EIN CAI A GE • • 1 11 4 10/04/0.1 .•..l0 pa 149 WI 1'.\O\0.1.�1\A•shrrtl\ 065-0./63•1440 1 • J. • N to .. •• 1 • . , • 1 . r of ; V .1 Vol n .. .. • , s 9 1 1 1 AA N • 1r \09 /03\A•rrr1r\A9- 0•Ati- 1.11rp 3/.4/!007 • 101V AM g MC - Pr \0\0703 \A•s hora0h•q�dh \07031a0ade0 • 3/D7/R007 • :1 1n1 4 Z) 4 l e zsecakeftrictog WESTFIELD SOUTHCENTER MALL 230 STRANDER BLVD., TUKWILA, WA 98188 N > 4 V 26'-O" • • � •1 • T® 1!;:D 6, , 14 1 ., • 113 ( • 0 0 1 1 111:0 Pailg;111 I X / 1%1 4 $? 0/ gdnii tz®eogesc:xo _z g ig HAilg ill OP Pi 0 OP 111 hit 1 I 8 MC - PA0‘0703ND•caasw0en‘n•psn- sava.rp - t/30/07 - 701 PM� ®60 ti mnm eemeg0 f 11111111iiiii gii at 413o a I 1 1 11 ; F di ; 0 00000 00000 , 21g 4, IR 3 s ? N 7� ; oo eeee000 0 0 ' ppp 1 1 1 q1PC IP& rplo>i t ii,iR ijj 8 0%0 P >s C►- = MC - F.\ 0\0703 \0•torts\Matrs ■n- rlrvro.d•p - 3/27/2•7 - 9133 PM TOP CF PARAPET ® GMJ WALL @ GMU RETAINING Y'LALL PER CIVIL DW65. re/ IS' SM00TH STUCCO TO MATCH BUILDING O RIGID INEU ATION 014 INSIDE FACE OP ALL EXTERIOR WALL FOOTINGS 52 CAN WASH FLOOR DRAIN, SEE PLUMBING' DRAWINGS. ® 20 6A SHEET METAL GAP, o/ 90$ PELT, o/ 9/4' FR.T. PLYWOOD 5HT6„ of 5/b' TYPE 'X' DENS-GLASS 60L.D 6YP. 5HT6. bf Ji• PLYWOOD 0/ 5' POLYISOGYANURATE Rl6I17 INSULATION (R-90) 6© CONC. PAVING., SEE STRUCT. DP465. __T.cm. ..s • FLOOR TILE PER ID. MSS. O b' x 20 GA METAL STUDS • Ib' 0.C. ® STONE BRICK VEPEEe O 9 6' 6YP. BOARD; AT EXTERIOR WALL EXTEND FULL- 4E16HT TO UNDERSIDE OF ROOF DECK OR BEAM AND SEAL AIR TIGHT. ® I' DEMENT PLASTER. SEE ELEVATIONS. 37 'W' DENS -6LA S GOLD 6YP. SI4T6. ® TEtI'ERED CLEAR 6LI55 NOISE BARRIER 8,4- GYP. BD. OVER METAL STUD FURRING. PER PLAN ® FIBER6LASS DOME, SEE ROOF PLAN. ® DECORATIVE CHANDELIER SEE ELEC. OW65. ® TILE o/ CEMENT PLASTER, SEE ELEVATIONS 43 b' METAL SW WALL PER PLAN ® or DIROGK BEHIND TILE AT MAIN GOOKLINE O CEILING PLERA4 USED FOR WAC RETURN AIR, SEAL ALL GAPS AIR TIGHT, NO COMBUSTIBLE MATERIALS ALLOWED. ® PARAPET WALL BRACE, SEE 5TRUCT. DW65 0 E/04AU5T FAN, SEE 'AC' OWES. Ib METAL STUD FRAMING ® 5USPENOED AGOU5TIGAL PANEL GEILIN6, SEE REFLECTED CEILING PLAN AND ID. DRAWINGS. ® METAL S1W DIAGONAL BRAGIN6. SEE STRUCT. VMS. ® ALUMINUM STOREFRONT y EGVIPMENr SUPPORTS, SEE STRUCTURAL DRAWINGS. 21 6FR6 DOME, SEE REFLECTED CEILING PLAN. ® SUSPENDED 6YP. BD. CEILING SYSTEM, SEE CEILING FRAMING PLAN. ® KITCHEN EXHAUST HOOD. SEE 'K' DW65. ® STEEL COLUMN PER STRUGT. DW65. O FIBER6LA55 DOOR SURROUND AND PEDIMENT, n SUS: EXTERIOR ELEVATIONS. AMONG © FIXED LADDER ® WINDOW SHADE POCKET s2 O METAL DECK PER STRUCTURAL. DRAWINGS ® ELECTRIC ROLL -(P WINDOW SHADE 91 GON. CURB SECTION KEYNOTES O CONCRETE SLAB, SEE STRUGT. O CONCRETE SIDEWALK O b' METAL STUD WALL WITH R -Ig INLSI1LATtONI O CONCRETE FOOTING', SEE STRUCTURAL DRAWIN65 METAL STUD WALL, SEE FLOOR PLAN FOR WALL TYPE I DIMENSION STONE BASE WIDE FLANGE STEEL BEAM PER STRUCTURAL DRAWING5 FIBERGLASS COLUMN COVER BUILT -IJP ROOF o/ PROTECTION BOARD o/ R161D INSULATION METAL STUD GEILIN6/SOFFIT FRAMINS, SEE CEILING FRAMING PLAN. SFR& LIGHT COVE, SEE ID. DRAWINGS. WALK -IN COOLER, SEE KITGFEN DRAWINGS. DOOR PER SGFED. BUILT -UP ROOF of DENS -DECK 12 13 I4 0 MILLWORK BY K.E.C., SEE ID. DRAWINGS. R FOR CODE COMPLIANCE -1 1 SUILDIt DC�Z� -� BUILDING SECTION TCP OF PARAPET FRAM 4S BUILDING SECTION SCALE I4' : 1'-0' SCALE I.' • P-0* ▪ PUN CHECK • • fro • • • 6 CRAIG 0. OK A, ARCHIIECIURE 1920 E. KAIEEIA AYE, SIE. S ORAKCf, CA 12161 F A X 114. 997. 1193 I f E 114. 991. 9134 9258 THE ORA v GS. SPECIFICATIONS ADD OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE IGIRIJNOTTS OF THE snorters SERNCE FOR USE SOLELY IMTH RESPECT TO THYS PROJECT AND UNLESS OTIoRYNLSE PROVIDED. THE ARCI,ITECT SHAUL BE DEEMED THE ABHOR OF noes( OOc*IENTS me SHALL RETAN ALL COM uON LAW STATUTORY AND OTHER RESERVED RIGHTS. INCLUDING DE COPYRIGHT. roc ARD TECrS O RA7M ICS. SPECIFICATIONS OR OTHER DOCUMENTS SHALL NOT EE USED BV THE OWNER OR OTTERS ON OTHER PROJECTS. FOR ADOMONS TO THIS PROJECT OR FOR COUPLETTQN OF TARS PROJECT BY OTHERS EXCEPT BY AGVEELIENT N UNITING. Br THE ARCHTECT. 02 - 0 0 A A A A A A a SMOLT TALE W LV1N& SECTIONS awe sr o SIM RCGISIEREO ARCHITECT o • S NO. 1 OTOS CRAIG D.OKA STATE Of WASHNIGT O PROGRESS PRINT O BD SET O CONSTRUCTION G`fllf n r.3 2 9 il.'1 A6.0 OF SHEDS 1 • SCALE 14' =r-o� SCALE S'= =I I■ ',•.re,ti EUILPIN6 SECTION SCALE = r-oo O YELDED STEEL GREASE DUCT w/ FIRE -RATED DUCT WRAP, SEE 'AG' DM65. O CM) WALL ® ow RETAINING WALL PER civil_ MSS. w/ SS' SMOOTH STUCCO TO MATCH BUILDING ® RIGID INSULATION ON INSIDE FACE OF ALL EXTERIOR WALL FOOTINGS ® CAN WASH FLOOR DRAIN, SEE PLUPEIING DRAPONGS. ® ROOF DRAIN 4 OVH?PLOW O 24' x 36' ROOF HATCH O FIBEReL.Ass SPIRE, SEE PETML O STEEL BRAGS FRAME, SEE STRUGT. MSS. 5? TEGULAR CEILING, SEE 9D' miss. ® 20 6A. SHEET METAL GAP, o/ 50* FELT, o/ $ /4' F.R.T. PLYWOOD SHT6., o/ 5/9' TYPE 'X' DENTS -6LA 6 GOLD GYP. SHT6. ® V' PLYWOOD o/ 5' POLYISOCYAMIRATE RIGID INSULATION (R--0) ® CONIC. PAVING, SEE STRUGT. MSS. 14' x LCUVER T F XS' GALV. )IRE MESH BIRD SCREEN STUCCO RG6L.Ef CANT STRIP TOP OF ROOF TOP CF PARAPET ;RAHNS TOP OF STEEL SEE ROOF - <111_I11_I11 !MINT _!II !11TH F ® FLOOR TILE PER ID. DW65. ® 8' x 20 6A. METAL STUDS • 16' OJG. ® STONE BRICK VENEER O 3 6' GYP. BOARD: AT EXTERIOR WALL EXTDID FILL-HEIGHT TO UNDERSIDE OF ROOF DECK OR BEAM AND SEAL AIR TIGHT. ® r GEhENT PLASTER. SEE ELEVATIONS. Q 36' DENS- 61.A56 6OLD GYP. SHT6. ® TEMPERED CLEAR GLASS NOISE BARRIER O 36' GYP. BD. OVER METAL STUD FURRING PER PLAN ® FIBERGLASS DOME, SEE ROOF PLAN. 41 DECORATIVE CHANDELIER. SEE ELEG. OWE{. @ TILE o/ CEMENT PLASTER, SEE ELEVATIONS ® 6• METAL STUD WALL FER PLAN ® 3b' DNIROGK BEHIND TILE AT MAIN COOKUNE ® CEILING PLENUM USED FOR HNAC RETURN AIR, SEAL ALL GAPS AIR TIGHT, NO COMBUSTIBLE MATERIALS ALLOYED. O PARAPET WALL BRACE, SEE STRUGT. MSS. ® EXHAUST FAN, SEE 'AG' MISS. ELEVATION AT ACCESS DOOR HOLLON METAL DOOR 11T/ LCWER I XS' •ALV. WIRE HESH BIRD SCREEN PETAL SIMI* 0/ BUILDING PAPER SCALE Sib' = ® METAL STUD FRAMING 17 SUSPENDED ACOUSTICAL PAAEL CEILING, SEE REFLECTED CEILING PLAN AND ID. DRAWN65. 19 METAL STUD DIAGONAL BRACING, SEE STRUCT. D?16S. ® ALUMINUM STOREFRONT EGUIPMENT SUPPORTS, SEE STRUCTURAL PRAWINGS. 6FR6 DOD , SEE REFLECTED CEILING PLAN. SUSPENDED GYP. BD. CEILING SYSTEM, SEE CEILING FRAMING PLAN. KITCHEN EXHAUST HOOD, SEE K' MEG. STEEL COLUMN PER STRUGT. DW65. FIBERGLASS DOOR SURROUND AND PEDIMENT, SEE EXTERIOR ELEVATIONS. AWONG FIXED LADDER WINDOW SHADE POCKET 52 METAL DECK PER STRUCTURAL DRAYIN65 ELECTRIC ROLL-UP MINDOW SHADE GONG. CURB e c.c.s y SECTION KEYNOTES 0 CONCRETE SLAB, SEE STRUGT. WIGS. ® CONCRETE 5 /DENALK ® 8' METAL SW WAIL WITH R -Iq INSULATION. ® CONCRETE FOOTING, SEE STRRUGTURAL DRAWINGS ® METAL STUD WALL, SEE FLOOR PLAN POR WALL TYPE S DIMENSION ® STONE BASE 0 WIDE FLANGE STEEL BEAM PER STRUCTURAL DRAWINGS ® FIBERGLASS COLUMN DOVER BUILT -UP ROOF o/ PROTECTION BOARD o/ RIGID INSULATION METAL STUD GEILING/SOFFIT FRAMING. SEE CEILING FRAMING PLAN. 6FR6 LIGHT COVE. SEE ID. DRAWINGS. WALK -IN COOLER, SEE KITCHEN DRAWINGS. DOOR PER SCHED. BUILT -UP ROOF of P015 -DECK - j 44. 0 BUILDING SECTION ''1 D045 -6L.A GOLD GYP. SHT6. 4tI GEM. PLASTER MORTAR BOND COAT STONE TILE SHT. METAL DRIP CAP DOOR PER SGETA/LE DOOR GASKET METAL GA41146 BEAD SEALANT SX . SEE NFAD DETAIL ABOVE FOR FURTHER I1FORMATION . IF 1 IA •_°11 _WE HEAD E .II1P43 LETA& ABOVE FOR NOTES MOT Si'+OUOL PRY Ric PER L HEAD JAMS ACCESS DOOR DETAILS 1 s JAMB SILL • MTL 511D WALL ;b' GYP. BD 16 6A. TRACK HOLLOW Mt1 L. FRAME DEL 16 6A. STUDS AT .IA143 PROVIDE BLDG. PAPER WOW CASING BEAD, MAP ARAM STUDS AT .WAy8 PlOO4/,DE EN D S PAPER BE3VV S GIr64Vfi BEAD, ?RAP AROIM 51_S AT JIM - 16 GA. TRACK • • • • • s I V u CRAIG o. OKA, ARCHITECTURE 19 20 E. KAIEEEA AYE, S1E. S ORANGE, CA 92961 F A X 114. 991. 1193 i E 1. 114. 991. 9134 9258 REGISTERED M.QiITECT CRAIG � 0.OKA STATEN' TON 2 T)IE DRAWINGS. SP[CHFICAncNs ANO on[R ooawENTS PREPARED BY THE ARCHTECT FOR DRS PROTECT ARE NSTRUUEHTS of TIE ARORECTS SERti10E FOR USE SOLELY WITH RESPECT TO MS PROJECT APO DRESS OTIERMSE PROYDEp TIE ARCHITECT STU L BE OED O THE RUMOR OF THESE oOCWJENTS APO SIULL RETbN ALL COTAIOH LAW. STATUTORY MO OTHER RESERVED ROWS. NCU.ONG THE COMDR. THE A TECTs ORATnNGS. STICIFICATIONS CR OTHER OOCtRETIrS SHPU HOT TIE USED BY THE Oa? R OR OTHERS OH OAER PROJECTS. FOR ACORNS TO TICS PROJECT OR FOR CosJPLEROH CF nas PROJECT Or OTHERS EXCEPT or AGREOJENT UI WR iv G BY THE ARCHITECT. 0 A A 0 A A Q 0 0 MAN FIT • JOB NIX y crros O PROGRESS PRWT E1 PLAN CHECK O BID SET O CONSTRUCTION CITYOFTL��.•.'° � PAR 29i.; T = SHEET NNE OUILENN6 SECT NS SHED' MOOT ONE► A6.1 O OF SETS 1 I' • DOOR PER SGFED. (HEAD SIMILAR) 5 POOR J A M B - C A L E • = I' -0• f 4 • ALIGN re/ DOOR FRAME THICK/EEG VERIFY u m u Ltu 11 ki dde! 8d�'Idd'i ded >_.���1lfillllilllllllli • f • DOOR THRESHOLD POOR JAMB- (HEAP 51M.) THRESHOLD DOUBLE MTL. SA/05 JAMB 2x FIRE- RETARDANT TREATED WOOD NAILER,, MMIL. SCREW TO T11D WOOD CA51N6 SEE 'ID' DW6+5 Or WOOD FRAM SHIM s x I4• STOP STONE THRESHOLD PER 'ID' MOS. GROUT TILE FLOOR THINSET GONG. SLAB SCALE S = 1'-0" SGALE 1 as = 1 SGALE S = r-o• I 13 31 32 J. J. DBL. 573/7 AT JAPES DOOR FER SaMLLE DOOR GASKET MERE °C.C.IJ LS DOOR PER SCHEDULE DOUBLE SRO • JAMB ELIA5ON POOR, KEL. FURNISHED, CONHRACTOR INSTALLED TWC.KNE56 VERIFY • tS'-- Lp POOR JAMB (HEAD SIMILAR) THICKNESS EL I ASON DOOR JAMB (HEAD SIMILAR) HEAD JAMB 6 • GYP. BOARD, TYP. DBL. METAL SW AT .lAMB6 WALL FINISH WHERE OCCURS HOLLOW METAL FRAME SGALE S' = 1' -0 6YP. BOARD, TYP. METAL STUD WALL PER PLAIN WALL FIh45H WERE OCCURS FACE OF WALL WERE OCCURS SGALE I 2 S• = 1'-0• r f CON C. SIAS 16 ' 60LD 6YP. 5/116. STUGGO o/ LATH FB.T EXTERIOR HOLLOW S G A L E METAL DOOR STUCCO I'-0" S' = TILE��irpi.00R Ht e .i/ D AW 6 4 G 4 5EALANT - 4 r 2 ry ha 26 THRESHOLD 3•r- 3 C. • x 7 O A s/9 HOLLOW MILL FRAME, H- PIECE, FltLY MELDED. KFL. FUR USED, CONTRACTOR INSTALLED e a 4 a c 2.0 EA. 2.0 EA. to EA. 2.0 EA 1.0 SET PNR DOOR #1. EXTERIOR FROM PNR DOOR #3, EXTERIOR FROM EACH DOOR TO HAVE 2.0 EA TOP PIVOTS 4.0 EA INT. PIVOTS 2.0 EA. O.H. C. CLOSERS 2.0 EA EXIT DEVICES 2.0 EA PULLS 2.0 EA DUST PROOF STRIKES FLOOR STOPS THRESHOLD MEETING STILE VYFATHERSTRI DOOR SWEEPS WEATHERSTRIP HARDWARE GROUP A FOYER FOYER Monet SU. Mont Sti. Malwt SU. 860002 -CD (a) Monet Sti. 7281 Mont Stl. Malty[ SU. Menet Sti. HARDWARE GROUP B PNR DOOR #4. FOYER FROM RETAIL EACH DOOR TO HAVE 2.0 EA TOP PIVOTS Maned St 4.0 EA. INT. PIVOTS Mond SU. 2.0 EA O H.C. CLOSERS Mann( Sd. 2.0 EA. PUSH BARS (b) 2.0 EA PULLS (b) 2.0 EA FLOOR STOPS 7281 HARDWARE GROUP C SINGLE DOOR #5. SOUTH PATIO FROM SERVICE SINGLE DOOR #6, SOUTH PATIO FROM SERVICE SINGLE DOOR #7, WEST PATIO FROMCOCKTAE LOUNGE SINGLE DOOR #8, WEST PATIO FROM SERVICE EACH DOOR TO HAVE 1.0 EA TOP PIVOT Martyr Sd. 1.0 EA INT. PIVOT Ment Stl. 1.0 EA BOTTOM PIVOT 1.0 EA OPERATOR 1.0 FA EXIT DEVICE 1.0 EA. PULL 1.0 EA FLOOR STOP 1.0 EA THRESHOLD 1.0 EA DOOR SWEEP 1.0 SET VIEATHERSTRIP kw* SU. 4100 LE (e) 8600-02 -CD (a) 7281 229A Mad Si. Mad SU. HARDWARE GROUP D SINGLE DOOR #9. EXTERIOR FROM FIRE RISER ROOM EACH DOOR TO HAVE 1.5 PR. BUTTS F88179 4.5x4.5 NRP 1.0 EA. LOCKSET 1.0 EL OVERHEAD STOP 1.0 Ell THRESHOLD 1.0 EA. DOOR SYIEEP 1.0 SET WEATHERSTRP D8 RHODES (I) 170A 90100DP 305CR (head &jambs) HARDWARE GROUP E PNR DOOR #10, EXTERIOR FROM BAICKFLOWPREVENTER RM PNR DOOR #11, EXTERIOR FROM WATER SOFTENER ROOM EACH DOOR TO HAVE 3.0 PR. BUTTS F813179 4.5x4.5 NRP 1.0 EA LOCKSET D8OHD- RHODES (1) 2.0 EA OVERHEAD STOPS 902H 2.0 EA FLUSH BOLTS 3915 (imam bag 1.0 EA THRESHOLD 170A 2.0 EA DOOR SWEEPS 901000P 1.0 EA ASTRAGAL 357SP (madve IEla9 1.0 SET WEATHERSTRIP 305CR (head & jalrbs) HARDWARE GROUP F SINGLE DOOR #12, SERVICE YARD FROM KITCHEN HALLWAY EACH DOOR TO HAVE 1.5 PR. BUTTS 1.0 EA EXIT DEVICE 1.0 EA CLOSER 2.0 EA. ARMOR PLATES 1.0 EA VIEWER 1.0 EA. FAIR STOPIHLDR. 1.0 EA THRESHOLD 1.0 EA DOOR SWEEP 1.0 SET WEATHERSTRP F8B1995.0 x 4.5 NRP 18- R4E(NL )-DIANE (9 8918 -DS8 KA050 x 48' HIGH 976 1234 229A 315CN 305CR (tread AJ; jambs) HARDWARE GROUP G DOOR #13. SERVICE TO KITCHEN HAMMY DOOR #14. SERVICE TO KITCHEN HA .V AY EACH DOOR TO HAVE 4.0 EA WALL BUMPERS W7276X HARDWARE GROUP H SINGLE DOOR #16, HALLWAY TO DRY GOODS EACH DOOR TO HAVE 1.5 PR. BUTTS FBB199 45x4.5 1.0 EA LOCKSET D8OHD- RHODES (0 1.0 EA CLOSER 8616458 2.0 EA KICK PLATES K0050 x 15' HIGH 1.0 EA FLOOR STOP 1211 1.0 EA. DOOR HOLDER 12205 3.0 EA SILENCERS 1229A HARDWARE GROUPJ SINGLE DOOR #17, HALLVWY TO LINEN SUPPLIES EACH DOOR TO HAVE 1.5 PR. BUTTS FB131994.5x4.5 1.0 EA LOCKSET D80FID- RHODES (i) 1.0 EA CLOSER 861648 10 EA KICK PLATES K0050 x 15' HIGH 1.0 EA. FLOOR STOP 1211 1.0 EL DOOR HOLDER 12205 3.0 EA SILENCERS 1229A HARDWARE GROUP K SINGLE DOOR #15, H U.MRY TO LIQUOR SUPPLIES EACH DOOR TO HAVE 1.5 PR. BUTTS F86199 4.,5x4.5 NRP 1.0 EA. AMORTISE LOCKSET L9480H0- 0611(4 1.0 ELL CLOSER 8616458 2.0 EA KICK PLATES K0050 x 15' HIGH 1A EA. FLOOR STOP 1211 1.0 EA DOOR HOLDER 12205 3O EA. SILENCERS 1229A HARDWARE GROUP I. SINGLE DOOR #21, HALLW AY TO MANAGERAIOOKKEEPER EACH DOOR TO HAVE 1.5 PR BUTTS FBB1994.5 t5NRP 40 EA MORTISE LOCKSET L9480HD -061.t4 1.0 EA. CLOSER 861648 2.0 (A KI3( PLATES 100050x W HIG H 1.0 EA. FLOOR STOP 1211 10 EA NEVER 976 3A EA. SRE LACERS 1229A DOOR HARDWARE SCHEDULE (c (a) (c) (a) (c) (a) 829 ADAMS RITE (b) (C) 629 TRIMCO PEMKO (a) (c) (a) (c ) (a) (c ) (a) (c) (a) (c) (a) (c (a) --- (b) 629 TRIMCO RHR RHR LHR C (c (a) (c (a) (e) HORTON (a) 629 ADAMS RITE (b) 629 TRIMCO PEM(O(a) (c) (a) (c) (a) 630 626 AL 630 626 AL 626 630 630 Al. 630 625 630 629 TRIMCO 626 626 AL 630 626 626 628 626 Al. 630 626 626 626 626 AL 630 626 626 628 AL 630 626 625 RHR STANLEY SCHLAGE DORMA P01(O PEM(O PEM(O LHRA LIRA STANLEY SCHLAGE DORMA TRIMCO P01(0 P0110 PEM(O Porno RHR STANLEY MONARCH DORA% TRIMCO TRIMCO TRIMCO POKO PBYKO PEM(0 LH STANLEY SCHLAGE DORMA TRIMCO TRIMCO TRIMCO TRIMCO RH STANLEY SCHLAGE DERMA TRMMCO WILCO TRNACO TRIMCO LH STANLEY SOILAGE DORMA TRIAACO TRIM TRIMCO TRIMCO RH STANLEY =RAGE DORM MVO TRUACO TRBACO maw • 2.0 EL 1.0 EA 1.0 EA 3.0 EA FOOTNOTES HARDWARE GROUP &I SINGLE DOOR #18, HALLWAY FROM PAPER SUPPLIES EACH DOOR TO HAVE 1.5 PR. 1.0 EA 1.0 EA 2.0 EA 1.0 EA 1.0 EA 3.0 EA BUTTS MORTISE LOCKSET CLOSER KICK PLATES FLOOR STOP DOOR HOLDER SILENCERS ARMOR PLATES VIEWER FIR STCPAHLDR. SILENCERS F88199 4.5x4.5 1949811E -080(I) 8816- AF86P(180 deg) K0050x 15' HIGH 1211 12204 1229A HARDWARE GROUP N SINGLE DOOR #19, ENPL LOCKERS FROM EMPL MEN SINGLE DOOR #20, El/PL LOCKERS FROM EMPL. WOMEN EACH DOOR TO HAVE 1.5 PR. BUTTS FBB199 4.5x4.5 1.0 EA PRIVACY LOCK 0405- RHODES 1.0 EA. CLOSER 8816058 2.0 EA KICK PLATES K0050x 15' HIGH 1.0 EA FLOOR STOP 1211 1.0 EA ADA MU. SIGN 527 (UM 1.0 EA ADA WALL SIGN 528(WOVEN) 3.0 EA SILENCERS 1229A HARDWARE GROUP P NOT USED HARDWARE GROUP q SINGLE DOOR #23, RESTROOM VESTIBULE FROM JANITOR EACH DOOR TO HAVE 1.5 PR. BUTTS F88191 4.5x4.5 1.0 EA PUSHBUTTON LOCK 11021 (I) 1.0 EA CLOSER 8916- DS8-FMC 1.0 EA DOOR HOLDER 1220.5 2.0 EA KICK PLATES K0050 (d) 3.0 EA SILENCERS 12290 HARDWARE GROUP R SINGLE DOOR #24. RESTROOM VESTIBULE TO WOMEN SINGLE DOOR #25, RESTROOM VESTIBULE TO MEN EACH DOOR TO HAVE 1.5 PR. BUTTS FB131994.5x4.5 1.0 EA CLOSER 8916 -IS8 -FMC 1.0 EA CUSTOM PULL (b) 1.0 EA PUSH PLATE (b) 2.0 EA KICK PLATES 1(0050 (d) 1.0 FA FLOOR STOP 7280 3.0 EA SLENCERS 12298 1.0 EA. ADA MU. SIGN (b) HARDWARE GROUP S SINGLE DOOR #26. BAKERY TO BAKERY STORAGE EACH DOOR TO HAVE 1.5 PR. BUTTS FBB1994.5x4.5 1.0 EA. CLOSER 8916488 -FMC 1.0 EL PUSH PLATE (b) 1.0 EA PULLPLATE 1013.2 1.0 EA FLOOR STOP 1211 2.0 EA KICK PLATES K0050 (d) 3.0 EA. SILENCERS 12296 HARDWARE GROUP T DOOR #27, EXTERIOR FROM DOME ATTIC EACH DOOR TO HAVE 1.0 PR. BUTTS F88191 4.5x4.5 NRP 1.0 EA DEADBOLT B460HD(0 1.0 SET WEATHERSTRIP PK558L(head. jambs b siA HARDWARE GROUP U SINGLE DOOR #30, EXTERIOR FROM SERVICE YARD EACH DOOR TO HAVE 1.5 PR. BUTTS F881995.0x4.5NRP 1.0 EA MORTISE LOCKSET L906010 -17A (1) 1.0 EA CLOSER 8916 -0S8 1.0 EA FLR STOPIHLDR 1234 3.0 FA S1t.ENCERS 1229A HARDWARE GROUP V SINGLE DOOR #31. EXTERIOR FROM SERVICE YARD EACH DOOR TO HAVE 1.5 PR. BUTTS FBB199 5.0x 4.5 NRP 1.0 EA EMT DEVICE 18-R- LE(NL)- DANE (§ 1.0 EL CLOSERS 8916 -0S8 KA050 x 48' HIGH 976 1234 1229A HARDWARE GROUP W PAR GATE #32 EXTERIOR FROM TRASH ENCLOSURE EACH DOOR TO HAVE 5.0 PR HALF SURFACE F88163 - 6' 1.0 EA GATE LATCH 1264 1.0 EA CANE BOLT 1309 -1r HARDWARE GROUP X SINGLE DOOR #22, RESTROOM VESTIBULE TO UNISEX TOILET ROOM EACH DOOR TO HAVE 1.5 PR. BUTTS FBB1994.50.5 625 1.0 EA AMORTISE L460HD.L583 -36314 625 DEAD BOLT (ADA beer) 1.0 EA CLOSER 89164S8 -FMC 625 1.0 EA CUSTOM PULL (b) - i to EA PUSH PLATE (b) --- 2.0 EA. KICK PLATES K0050(d) 629 1.0 EA. FLOOR STOP 7280 629 3.0 EA SLEN(RS 12296 - 1.0 EA ADA WALL SIGN (b) - PROVIDED BY MAMMA ENTTRANCEMANUFACTURER FURNISHED BYOMER; INSTALLED BYG.C. MATCH STOREFRONT FINISH PROMDE KICIIPIATE 118G11T 1' LESS TIM DOOR BOTTOM RAIL HOGHT. VERIFY RAIL HBGHT NTH DOOR MANUFACTURER 826 STANLEY 626 SCHLAGE AL DORMA 630 TRIMCO 826 TRIMCO 626 TRIMCO ..- TRIMCO 626 STANLEY 626 SCHLAGE AL DORMA 830 TRIMCO 626 TRIMCO BLUE TRIMCO BLUE TRIMCO --- TRIMCO 625 625 625 629 625 625 629 629 825 825 630 626 629 626 626 600 629 AL 630 600 630 AL 630 625 630 600 STANLEY - STANLEY STANLEY DOOR CPBUTCR SHALL BE SERIES 4100 LE AS MANUFACTURED BY HORTON AUTOMATIC& OPERATOR SHALL 8E EMUEPED W EXTRUDED ALUMINUM CASE 6' x 6' SIDE ACCESS HEADER COYEt. OPERATION SHALL BE MANUAUAUTOUTATICr -SOFT- TOUCH' OPTION. PROVIDE EACH OPERATOR id (2) MIRED PUSH RATE DOOR SWATCHES (1) EXTERIOR AND (1) INTERIOR (SEE FLOOR RARE FOR LOCATIONS). PUSH PLATE SNITCHES SHALL BE BYWKK 5,, INC. PROVDES6x 6 -10 WR (WEAT1®t RESISTANT) PUSH PLATE SWITCH AT E TBSOR LOCATIONS AND 116x 6 -10 PUSH PLATE SWATCH AT INTERIOR LOCATION& (1) WERE AVAILABLE PROVIDE ALL LOGXSEfS WTH SMN.L FORMAT INTERCHANGEABLE CORE CYUNDERS. RHR RHR LHR RHR STANLEY KABA DERMA TRIMCO TRIMCO TRIMCO RH LH STANLEY DORMA (b) (b) TRIMCO TRIMCO TRIMCO (b) LH STANLEY DERMA (b) TRIMCO TRIPI;O TRIMCO TRIMCO LHR STANLEY SCIRAGE PENKo RHR STANLEY SCHLAGE DORMA TRIMCO TRIAACO RHR STANLEY MONARCH DORMA TRIMCO TRIMCO TRWCO TRIMCO UI STANLEY SOME DORMA (b) (b) TRW= TRIMCO TRMMCO (b) Sri. TYPE a a a a U B 3r xOS' 1314• a a L"J a 28 SIZE (Wx H) THICK A 72. x113" PAR 1-3W A 72" x113•PAR 1.314' A 7r x 113" PAR 1314" A 72' x113' PAR 1314• 8 36•x90' 1-3W 8 36'x90• 131" B 36'x88` 1-314• H 36' x84• 131• D 7rx84•PAIR 1 -3W D 7rx84 "PAR 1314' C 46x84" 1314• G 46x84" 1' G 44"x84" 1" H 36'x84' 1 -314• H 38'x84' 1.31' H 38'x84' 1-314' H 36x84' I-314 H 38'x84 1314' H 38 - x84• H 36'x84' 1.314• F 36' x84 - 1 -314' E 24-x84' 1-3M" F 36x84' 1-3/4' F 36'x F 36`x84" -- 34`x81' - 34'x81' N 144 "x 114'PPIR DOOR VIEWER, P4OUNT CH snacE 5+OE OF DOOR SIS AMOR PLATE PANG 1' ?RUUfI & i F • F 1314' 13M" 1 -314' J 36'x60' 1-3W I. 66`x84 "PAR 13/4' M 7r x S4"PAR 1 -314' A P..AT MOD PANEL. DOOR ACTIVE LEPF DOOR MATERIAL ALUMNUM ALUMNUM ALUMNUM ALUMINUM PLUMNUM ALUMNUM ALUMINUM ALUMINUM AIDE STILE PJAIM. DOOR KA EI R 'ILIFRAIE 500' FINISH HOLLOWMTL. PANT HOLLOW NTT-. PAINT HOLLOWMR. PAINT HOLLOW MR. PANT WOOD WOOD HOLLOWMI.. PAINT HOLLOW MIL. PAINT HOLLOWMR. PANT HOLLOW MR. PANT HOLLOW MTL. PANT HOLLOWMTL. PANT HOLLONMR. PANT WOOD WOOD WOOD STAIN ROOD WOOD HOLLOWMTL. PAINT L CUSTOM ALL WERE OCCURS PGLI IW 5/5 KICK PLATE r- NAG IF-AF BLACK /NOD. BLACKA NOD. BLACK MOD. BLACK /NOD. BLACK /NOD. BUCK /NOD. BUCK /NOD. BUICK/NOD. SAS SAS STAN STAIN STAIN STAIN HOLLOWMR. PAINT HOLLOW MR- PANT STEEL PANT ADA 516N WERE MGRS, MOUNT ON STRIKE SIDE OF DOOR TEWE ED GLASS PER SOLD INTERNAL AUK MATTI S, MATCH DOOR FINISH PANIC HARDWARE WERE E OGC.IJRS CUSTOM FULLS MATERIAL ALUMINUM ALUMNUM PLUMNUM ALUMNUM ALUMNUM ALUMNUM PLUMNUM ALUMNUM HoLLLWMR. HOLLOWMTL. HOLLOW MR. HOLLOWMR. HELLO AMR. HOLLOW MIL. HOLLOW/ML. HOLLOW MTL. HOLLOWMTL. HOLLOW MR. HOLLOW MR. HOLtOWMTL HOLLOW NHL WOOD WOOD WOOD HOLLOW MR. HOLLOWMTL. HOLLOW MIL HOLLOWMTL. HOLLOW MTL. STEEL WAGON DOOR BY KEG G FRAME NOTES: 1 ) ALL EAT DOORS SHALL BE OPERABLE FROM THE INSIDE MITHOUT THE USE OF A KEYOR ANY SPECK KNWI.EDGE OR EFFORT. B FINISH BLACK MOD. BUCK PROD. BLACK /1400. B UCK/NOD. B LACK MOO. BLACK #100. B LACK RICO. BLACK MOO. PAINT PANT PANT PAINT S/S SIS PAINT PAINT PANT PANT PANT PAINT PANT STAIN STAIN STAN STAIN STAN PANT SIS PANT PANT PANT 2) DOOR OPENING HPRDWPRE SHALL BE CENTERED BETWEEN 30 ABOVE FINISH FLOOR 3) DOOR OPENING HPRDVYPRE SHALL BE OPERABLE WITH ASNGLE EFFORT/ND SHALL NOT REQUIRE TIGHT GRASPING OR 'MISTING OF THE VIAEtIST. 4) DOOR CLOSERS SHALL BE ADJUSTED SUCH THAT THE FORCE REQUIRED TO OPEN THE DOOR SHALL NOT EI EED THE FOLLOW NG: INTERIOR DOORS: 5 LEIS. EXTERIOR DOORS: 5 LBS. FIRE DOORS: 15 LBS. i'!OE 5TN E AUK DOOR KAMER 'SOHO' ACRYLIC &_A21:45 DOOR SCHEDULE SEE NOTE S SEE NOTE IT SEE NOTE S 1 TEN'. SEE NOTE 8 SEE NOTE S SEE NOTE SEE NOTE S 3116' CLEAR ACRYUC 3/16'CLEPRACRYLIC CUSTOM FILLS 004 TEMPERED 6L A55 PER 5CEIEaD. INTERNAL AWL MAIIM% WITCH DOOR FINISH PANIC HARDWARE H • LABEL. HEW. PANIC s 5) 6) 7) 8) MsTER TYR if C A YES A YES A YES B NOTE 5 C YES C YES C 'YES C YES D E E G G K H J M N L X 0 R R S T U V W F YES DOOR VIBeER WERE OCCURS HOUNm ON STRIKE SIDE OF DOOR ADA VEIN WERE OCrARS, MOLNT ON STRIAE SCE OF DOOR 505 KICK HATE MERE °L t** 29A 298 29A 298 29A 298 29A 298 27 27 27 26 26 26 26 26 26 26 26 26 26 26 26 26 31 31 31 31 31 31 31 351VALI 358/P6.1 27 27 27 33 33 DOOR MEIER WERE OCCURS WANT ON STRIKE SIDE OF DOOR 5/5 ARMOR PLATE CANE BOLT PER SOMME ON awe FAce OF 6ATE 27 31 31 31 27 33 33 DETAILS SEE STOREFRONT S.EV. SEE STOREFRONT ELEV. SEE STOREFRONT ELEV. SEE STOREFRONT ELEV. SEE STOREFRONT ELEV. SEE STOREFRONT ELEV. SEE STOREFRONT ELEV. SEE STOREFRONT ELEV. 29B 27 27 26 26 26 26 26 26 26 31 31 31 31 31 27 27 33 33 34 34 34 30 32 32 32 32 32 32 32 DOOR VIEWER 32 32 DOOR OPERATOR DOOR OPERATOR DOCR OPERATOR DOOR OPERATOR DOOR %AMER SEE NOTE 6 SEE NOTE 6 UNDERCUT DOOR 1" SEE ROOF PLAN CASED OPENNAG ONLY. SEE NOTE 7 CASED OPENING ONLY, SEE NOTE 7 SEE 151A2.1 SEE 151/2.1 DOOR DOES NOT LATCH OR LOCK:PAM HARDWARE NOT REQUIRED. TEMPERED INSULATING GLASS, LOWE, MATCH PLUM. STOREFRONT GLAZING TRASH ENCLOSURE GATE, SEE 151A2.1 REVIEWED FOIC:i CODE COMPLIANCE City Cf ILDINr DIVI 104 _1 • A DOOR TYPES I fro FLAT WOOD PANEL DOOR FRAM 6.41E LATCH PER 6ALV. MIL. DECK POLETED 5/5 KICK PLATE SCALE a. C. • MEET TIRE ORANGE, CA 1 2 II/ 9258 REGISTERED ARCHITECT CRAG D. OICA STATE OFR/MING 00CUTIETTIS PREPARED Br THE ARCHTECT FOR TicS ROW PRE *Gwen or nt mogitcrs PROJECT MD UNLESS OTHERVASE PROMO. THE PROMO SOW BE DEEDED RE AUTHOR OF THESE DOCUDENTS Are SHALL REDA pa eons. tom= Ina copaboa. aaoinurs moms. SP tOnCA110615 OR OTHER 00CusIENIS 514011 NOT OE USED BY DE CANCER OR OTHERS ON OTPER PROJECTS. rost sumac TO ass mum on FOR COMPLETTON OF THIS PRCUECT BY OTHERS ErCEFT 02-23.01 TA RAN CHECK ORION OF 0113060 He SOU JOB 110. V 0103 oF O PROGRESS PRIM • 810 SET K A, O CONSTRUCTION 0 REMED 943ET WAGER A7.0 M • • • S • MC S ' so 1 22> o 4; 80000 '0� a i 6 `J8 0� PO 14 3 Q �► N 010 lea! MC - r'°'°'ot\fA..AN.\r. a.....\ t..nhrtll (D0000 0 ooa iifilt agiri 1 00 "Po II 1 IN lh• 14 ill tl A 8'-6' MAK. AAC Y.\o\oro'S\ •• -WNm.\ A.•w,N.. - / ii i110% ■ A. PM r. \O \O /oJ\A• moo t"\AY.1.t1•p • 4/40//400/ • 141 PM z z c� 0 3 row /amo • 1 1 'M N 4 it I M g et: ; a a s 4" AAf 1!/R3 /f;007 - lea, PM 2' -Z' 4• JI'LLO VLIRIPY 5i (2 MC - r. \0\0703'0•4110000r- 101Mo.\wntha • • 2/15/2007 • 0.37 PM .5 WESTFIELD SOUTHCENTER MALL 205 STRANDER BLVD., TUKWILA, WA 98188 STORMONT PER SOW. IA . n �. tt o • ' r rn CA) r 4' -9" AAC - P.\0\0703\Dftpll. \Sch.d \MIn -T • a ". - 2/2!/2007 - 1854 PM 7' 19' -0' 19' -0" 8'-R" DDDDDDDDD tIF! • NO' N ?'• I Ir r Wil 4 4 AA r.\ 7 \ 9 O 1 P.•PA CP a r tie4 1 ;10114 s 3 gold 7 7 Or I' N N w r. OMNI NEM MIEN MEM 000 0 0 0 00 (ID (11:4‘ . , cif _yaw,-• :.,. - .w-n.:-5::,a rn MI 0000 000 qD gf) (1) • Lx . :...MJa.11 a-•..u..,.s -- -- n . .,,rauX.n.z e.a._ -, 8' -11" 19'-6" 44 3: 1181° :Plh 4qg g I Ye t 0 0 2 19 19'-6. 00000000000000 19'-6' } C 11 COW 1/ Mes I • re 1.1 , / v -I IP 7 A••17 w g) rn O a 1 2'xMt STOREFRONT 2'x416•ALUM. STOREFRONT 16 6A. BOX HEADER HOLLOYN MTL. DOOR FRAME YIEATHERSTRIP VOL- SW AT JAMB STOREFRONT MULLION STOREFRONT MULLION AT TRANSOM SCALE g ■ = 1•, 0 . MTL. SW H LL DBN5 -61 A55 SOLD 6YP. 5HT6. ERXIC VENEER MTL GA5 MAD ... "'"■-sEALANT ELEVATION COWER t ED6E TRIM • SEE MAD DETAIL ABOVE FOR I FORMATION NOT SHOWN FE'RE. SEA FEAR DETAIL ABOVE FOR *FORT /ARCM NOT 9H0014 JE E. STOREFRONT DETAILS 516' DENS GLASS GOLD 6YPSUM SFEATHNN6 METAL SW MALL FER FLAN MORTAR BRICK VENEER 14' GONG. BACKER BOARD BOX HEADER SEE STRUGT. DRAMINGS SEALANT t BACKER ROD SW. METAL Fi.ASH IN6 INSUL.. 6LAZIN6 HEAD ALUM. SPACER BAR, MATCH STOREFRONT FINISH TRANSOM 518 VMS SLAW GOLD 6YP UM SWATH** JAMB TRANSOM SCALE 9' = F-oe ALL/M.. THRESC1LD, SET PI MIL NW OF SEALANT FLOOR TZE COING SLAB 1L:F!1 IN5UL.. 6T.AZEIFa 2' x 414 ALUM. STOREFRONT STOREFRONT DOOR ALUM, SPACER BAR MATCH STOREFRONT FINISH TRAN50M� lJ SEE TRANSOM VET. ABOVE FOR *FORMATION NOT SHO MT TEM. MULLION GOING PAY THRESHOLD r x ALUM. STOREFRONT INTERNAL ALUM. 6RID, MATCH STOREFRONT FINISH, TYP SEA WNDOM HEAD DETAIL ABOVE FOR INFORMATION NOT SHOWN TERE. 9E' SHIM 6'x6'ALLN.RAM SEE WN70W HEAD DETAIL ABOVE FOR OFORMATION NOT SHOW! HERE. 5LM MOON HEAD PETAL ABOVE FOR REFORMATION NOT SHTOY N /ERE. ATM STOP YV YEATTE RSTRIP SEE MCA; LEAD DETAIL ABOVE FOR NFOLWATHON NOT 940YT1! HERE. ' 6YP. BD. WINDOW HEAD ALUM, SPACER BAR; MATCH STOREFRONT FINISH MULLION 4E' 6YP. BOARD, WINDOW JAMB ALL•' , SPACT3t BAR MATCH STOREFRONT FR•5H TRANSOM BAR KINPOP1 SILL 5%' x166A 51UDs • 16' Of.,. I ' x 20 GA. STUDS • 16' OZ. 6' METAL SR/D5 PER FLAN 20 6A ANGLE TYP. 6• GuRVED META. CHANNEL SEE HEAD DETAIL ABOVE FOR INFORMATION NOT S I/YN HERE. DOUBLE 3 5/b x16GA SW AT JAMB 516' 6YP. BD. DOUBLE 8' x lb 6A SW AT .LANG 2 V7 CONT. MOLE FR.TM. BTGIC I16 Erik TRAM 16' ow. SD 35-8'x16 GA. STVS .16' 2' x 416' ALUNt STOREFRONT 2• x 1. AUR4. STORERONT 8' MO WALL FRTJN. BLK6. AUK SPACER BAR. MATCH STOREFRONT FL' 9H TRANSOM SET StL H.A6142 6 N FILL 550 OF SEALANT V4' WTTI NE. SEP 01 Ill' GEi HTiouS eACa2 • • • p. t • CRAIG D. OVA, ARCHITECTURE 1920 E. KA1EllA AYE, S1E. S HAW, CA 92161 f A X 114. 991- 1193 1 E l 1I4- 991. 9134 SHEET TIRE 'o DETAILS *cam By 92S8 REGISTERED ARCINTECT CRAIG O. OKA STATE Of o • SORE 0 • cos N. 0703 OF THE ORANWGS. SPECIFICATIONS AND OVER DOCUMENTS PREPARED BY THE ARCHtECT FOR TINS PROJECT ARE I61RUIENIS OF TIE MTDTTECrS SERVICE FOR USE SOLELY IMTH RESPECT TO IRS PROJECT AND UNLESS OTHERNHSE FROJCEO. THE AROOTECT SKILL BE DEEMED THE *MAN OF THESE OOCIIYENTS AND SHAM RETAIN ALL common LAS. STATUTORY AND OTHER RESERNO ORATNG TONS OR OTTER ppC MO TS ST4ML NOT BE USED BY DE ONER OR OTHERS ON OTHER PROJECTS. FOR NETTIONS TO TIPS PROJECT OR FOR COMPLETION OF TNS PROJECT BY OTHERS ExCEPr BY AC EEYENT It SJhTINO Rr THE ARORIECt- O PROGRESS PRINT 02 ® PLAN CHECK O BID SET O CONSTRUCTION 0 A A A A 0 0 A A J J 2 f w I- Z w U I- D r 0 41) 0 J w IL w REMED • • S ORRIN Sr SHEET NUMBER A7.2 1 r J • • I q . .AAC • /. \0\0%0'1\ D•tAKfUbeM•YI •wM.\ =rift A • -w • A I1ll11ilk 1ill1111111i\A mgt. saigtimmagr C. \0 \0709 ■D Der- Vlndo•\r•Kntry0■0 - ?/15/2007 - 046 PM w • f. • A. • • r • ■1pl W41tfYRA•1104 •02 1)P tYYKTLI{ry44 . irTM X tf'ltYlraw.moct.LlLfif+Y:M.Y7 'Y( MC CA0\o7o9\A- 04•■•■A? -M•44 • e /I1//71001 • 100 PH C - C.W\0 /01\ t r rr ••vMWn w • e/ 4/00/ • 416 PM ABC A00/01 *ow t•\t••xr.1'•\0 /031.00. «.0 - C/r2/1007 - IP.79 PM _AAC - Po040705 \15•1eN■ ■11•••••01•e4A•A•ntrvdre - ,/15/2007 • 0.96 PH 1 M11UIII =111 e ce1x WESTFIELD SOUTHCENTER MALL 205 STRANDER BLVD., TUKWILA, WA 98188 1 MC 1 0 4 NI :1 P' A lillig1111 2 .- 0 . it • • • AAP Co TRASH ENCLOSURE GATE SCALE 3• = I / GONG. BACKER BOARD TS 10 x2x •JAMB - 111146E PER SCHEME F STONE TILE MORTAR BOND GOAT 34 GEM. PLASTER o/ LATH • PAPER METAL STUD BOX HEADER 2' x 4ks' ALUM. STOREFRONT lNSUL. 6L.AZI14 s INTERNAL ALUM. . GRIR MATCH STOREFRONT FINISH, BIER AL AWL SPACER T'ATCN SraiEnt Ir FR ASH SCALE 3• = 1•-0' 6• MU.. SRV MALL PER PLAN 6• NTT- STUD PIM. PER PLA44 T6' GYP. BD DEL. 16 6A. SW 0 -TAMS be METAL SW WALL PER PLAN A JM. SPACER BAR. MATCH STOREFRONT MASH STONE SILL PER !D D 8• MEfM.. 5 to NAi.L BAIT 1 L. $' GYP. A 6YP. BATT ROE. 3 6' DENS -6LAS6 6OLD 6W. SHT6. MORTAR 15• CONC. BACKER BOARD 2' x 45g' ALUM STOREFRONT RITERNAL ALUM. 6RID, MATCH STOREFRONT FINISH , TY * HEAD 415' x 415' AUIM. TUBE MULLION 2' x 411' ALUM. STOREFRONT _TRANSOM PAR KL VILV ftu MK 1 CODE COMPLIANCE 1 :.: ,PROVED 220i C Of Tukwi .y la BUILDING DMSION J ,'• 0845 -6LA56 6OLD 6W. SHT6. SET SILL FLASH] b R4 FULL BED OF SEALANT i • • o TOWER SIDE POOR JAMS MINDOIN SIM. 5 G A L E 2 • i • STOREFRONT DETAILS I V21-.V I 5 • CRAIG D.OKA, ARCHIFECLURE 1920 E. KAIEIIA AYE, SHE. S ORANGE, CA 92661 F A X 114. 997- 1193 T E l 114. 911- 9734 02- 9238 REGISTERED ARCHITECT CRAIG D. OKA STATE OF WASHING THE DRAWINGS. sPECMICA11014 AM) OnER DOCUMENTS PREPARED BY THE ARCHITECT FOR INS PROJECT ARE INSTRUMENTS OF DE ARDITECY'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS OTIERrMSE PROVIDED. THE moo= PULL elE CEDED THE NRHHOR OF THESE DOCUMENTS NO SHALL RETAM ALL COLIMON LAW. STATUTORY NRD OTHER RESERVED Momm. IJOLODNG TIE COMMIT. DE mamas DR•THNGS. sok-m ATIO G OR OTHER DOCIAHEN S SHALL NOT CIE USED BY THE OTMER OR OTHERS ON OTHER PROJECTS. FOR AOOAIO G TO THIS PROJECT OR FOR COMPLETION OF 11.5 PROJECT BY OTHERS EXCEPT BY AGREEMENT N MOM BY THE ARDITECT. O PROGRESS PRINT ® RAN CHECK O BD SET O CONSTRICTION SHEET TRUE DOOR S Y1er170ih DETAILS - - o y sr SCALE • Jos NO. V 0•TOe 9W IIUMB T OF J J 2 w I. Z w 0 I I- D 0 0 J w_ U- I- w PEMSD MA' 2 S 1:x'1 P tfTCF1 A7.4 -y 1 e s ROLL I NG II I NDOIN SHADE I SCALE POCKET 3' ' CROWN DETAIL V.141 33 sK : MIL_ DUCT, SEE UGH. V SS. IK5TRUT P'1000 SF'PIO:R:TS I -HR FIRE RATED GREASE DUCT SYSTEM • SCALE I' = 1' 31 Ig'O ALL- THREAD U' TO STRUCTURE, 5Ec STRUCTURAL DRAYHDI6$ 1-II2 Fife RATED DUCT VLRATP, SEE MOH. DHSS. DOUBLE NIT k s1E � UL.G. PLAN SEE REFLECT. GEILW6 PLAN SUSP. AGOUS. GEILMI6 . a.'8' GYP. UD. CON'. UMPUNCIED TOP TRACK WIRE OCCURS BATT INSULATION mom OCCURS METAL 5W GEEING FRArc FER PLAN 35/8'x206&0 :V 0G. II I1111IIIII111II11 DI AGONAL BRAGE AT WALL PARTITION A6 �.r.. .-. lu rli:r: .:; 1 G1.6. PLAN NON-C.01 SUSPENDED GELD16, EXTEND oVBR TOP OF HOOD TO MALL- S16 CLOSURE TRM BY KEG. Irf EGAD• E Gt 4.5T HOOP • PONY WALL ON WALK -IN BOX ® GYP. BD. SUSPENDED CEILING AT HOOD SEE REELECT. CE1UN6 PLAN tie 6W. P. GL6JSOFFIT AHD FR/ 4N6 PER PLAN YEERE 0G RS 617. BOARD METAL STUDS PER PLAN SCALE 26 3• • I.•„O• 32 TYP. INTERIOR PARTITION I SCALE AT DIAGONAL BRACING I 1169 = 1' -0' BAIT INSULATION MERE OCCURS 6YP. BOARD PER PLANS METAL STUDS PER PLAN SHOT PINS PER STRUGT. 17W66. CONCRETE CURB, SEE STRUGT. MOS. FINISH FLOOR s BASE CONCRETE SLAB • SCALE 3's I II "i :I 1 1 f ' TOP OF 14=7 1 -I SCALE = r-o' I 4 2 TYP. INTERIOR PARTITION I SCALE I � I AT FLOOR w6• =''-O' 35/8'x206A d DIAGONAL BRAGS • a 48 . OL. 29 30 O • Y L • a V ASEE OLS. PAR 1 T-3AR CEILING SAS' GYP. SO. 3 516' x 20 6k • le OL. .mss' -6 FRP SALK-Is 80x PONY WALL ON WALK -IN BOX 0 T -BAR SEE REFL. GL6. PLAN 111111111I1II11I11111, SUSP_ COLf.`(6 KTCPEN 006 HOOD 3 5/8• x 20 6A. DIAGONAL BRACE • 46' 0L. SCALE 3• r-0• 1111IIUIJ IAA I1I11111111111 SUSPENDED SCALE CEILING AT HOOD TOP OF MIDOD 27 2 23 24 25 n 3 MTL STUDS PER PLAN MtL. STUDS PER PLAN 16' 6YP. BD vITL.. 1RwK ACGF.SS PANEL ROUGH OPBNIN6 3 STUD JOIST SEE PLAN VERIFY IV KEG. SFS TROT I BY KEG. I BY KEG- 16 17 METAL STUD BOX H AVER BEYOND METAL 5/6" 617. BOARD IT, SEG(!E p.1 AMESNE MASTIC RECESSED ACCESS PANE_ PER PLANS 0 ® REFRIGERATOR • 2• GYP. BD. HEADER I SCALE T -BAR CEILING I 3 ' a''- ' � V ATIO!J( GYP. BD. HEADER SCALE [ .' r =r-oR SAY TYPE 9C 6Y1 BOARD TAPE 4 MD DRYWALL BEAD (PART Or ACGEaa6 PANES.) 20 0 O • a a 2 s a a S t 5E RLP. + , 4 1 I -S t iV 5 ACCESS PANEL 0 SUSP. GYP. BOARD CEILING 206A. TRACK HANGER VIRE, PROVIDE HANGER WIRE AT EACH GORIER OF OPENING 1 1/2' GOLD ROLLED CHAtit E L. MAIN RU NtEiR /RV HAT GHANEl. rr/ GHANN3_ CUP SCALE 6' = I'-Cr 511V TYPE x GYP. BD. 5%• x 206A MlTL. JOISTS • I6 D'A60NAL BRACE • 46' o)fG TYP. ACOUSTICAL PAPAL CEILING NG PER PLAN SEE RBFL. CL6. FLAN 6•r BOARD TYP. SEE RE .. GL6. PLAN - 5PF REF(. WS. PLAN! 51� R1S73, Clb. PLAN • DU16. BRACE • 46' ok k T -BAR GBLIN5 r 1 1 1 1 1 1 1 1 f 1 1 1 1 1 1 1 1 1 f 1 1 I 1 1 1 1 1 1 1 1 3 STUDS •16' ' x166A. M OS.16' FRP. SANITARY PAIE;.5 3%'x 6A. STUDS • 16' oak 5�5 ANGLE BY KEG. FRP. SANITARY PANEL 5J5 ANGLE BY K.E.G. We TYPE 7• 6YP. BD. RECESSED LIGHT PXfl LAP 4 SPIKE UV (2) RIO SGRBIS EACH STUD 55. HOLLOW FRAME BEYOND E0-0' TO MAIN 18 ACCESS PANEL ROUGH OPB4FN6 METAL STUD JOIST BLOOMS BEYOND RECESSED fl TOLL I 5T GYP. BOARD INSERT, SECURE Pi/ ADIEE SNE MASTIC RECESSED ACCESS PANEL FER PLANS I• TYPE 'X' GYP. BD. 3 • x 206A STUDS a 16' 0/6 DIAGONAL BRACE e 48' O/C METAL TRIM ALIGN 6• SOFFIT/LIGHT COVE 206A TRACK - 6FR6 US W GOVT FER ID. OW65. SCALE I 1 3 =I•-0' METAL .1015 PM PLAN T SEE FLAN 1'3' METAL TR" TYP. z LEAVE OPEN TO RETURN AIR PLENUM LIGHT FlXRRE PER ELEC. DY459. SEE PLAN 4i K E . VERIFY rr/ KEG. ACCESS PANEL 0 SUSP. GYP. BOARD CEILING METAL STUDS PER PLAN 2'-4' DBL JOIST Td35/6'x20 GA. TRACK TOP 4 BOTTOM 3 5/6' x 20 GA. METAL STUD JOISTS 5/8' GYP. BOARD TAPE S MID DRYWALL BEAD (PART OF ACCESS PANEL) 1• • SE TT" ROUGH OMENS - VERIFY w/ 6FR5 WOW. M x 166A. sap ITM682 IBM PROVIDED BY DOME NANJFAGYMER SF'R6 DOME - SEE ID. VMS. • I I/2' GOLD ROLLED CHANEL. MAIN RUNNER - CEILING FRAMMS PER PLAN HANGER YORE, PROVIDE HANGER WIRE AT EACH GORIER OF OPENING II/2' xII/2'x 166k METAL CLIP ANGLE EACH SIDE V/8 HAT CHAteB.. W CHANNEL CUP SCALE = 1'-O' 6FRG LIGHT COVE I SCALE AT 6FRG DOME s• = I•-Or 7 6TP. BOARD SOFFIT BEYOND %' TYPE hC GYP. BOARD S%• x 16 GA. STWS•1Vok LIGHT FIXTURE PER ELEC. DHSS. 6FR6 LIGHT DOVE PER ID. DHSS. BID OF WALL BEYOND . SEE PLAN METAL STUD JOIST - \ BLOCKING BEYOND 5/6' GYP. BOARD INSERT, SEG1RE r 1 ADHESIVE MASTIC RECESSED ACCESS PA) PER FLANS WE PLAN TOKISTAR LI6HT ri/ LENS PER ELEC. P1165. METAL GORIER BEAD MEWED HEAT LAMP, SEE K' DUDS.. I • I I. 1 1 - 1 • ACCESS PA EL ROUGH OPENING U6NT FUCNRE REVIEWED FOR CODE COMPL_IA. tF APPROVE! City Of Tu'rvI!E ... BUILDI1NG DItrt5i i _ AWN GBNTEW.W OF UGHT FIXTURE ri/ EOM OF SOFFIT SOFFIT AT COOKL I NE ACCESS PANEL AT GYP. BOARD CEILING GFRG LIGHT COVE SCALE IN/ RETURN AIR SLOT 3 ' a AT HOSTESS DOME vet. JOIST x 20 6A TRACK TOP 4 BOTTOM META. STUD JOISTS PER PLAN SEE RCP SEE RCP SCALE l U =I• -0• SCALE 6• = MTL. TRIM 1-t 3 -I 11 SHOP BENT 206A TRACK • CURVED SOFFIT SEE R87- CM PLANS S3` RE99.. CLS. PLA + SEE Rte. CL-b. PLAN+ 5 W4" = GALE r-0r Li6HT FIXTURE PER ELEC. 01%5S. • DIAGONAL BRACE • 48 OL. 3 x 20 6A. MTL. STUDS a 16' O.G. 6FR6 LIGHT DOVE FER ID. Dy4SS. FIRE RETARDANT TREATED BLKO. MOM RECURRED 5/8' 6YP. BOARD TAPE 4 MD DRYWALL BEAD (PART OF ACCESS FiAteu ,k TYPE 5 X GYP. SO. RETURN AIR PLDU4 OPE NNS, SEE MECH. 4 3 a. • • i 1 • • AR CHI TECJURE 1920 E. KAIEIIA AYE, SIE. S OltANCE, CA 12861 F A X 114. 991. 1193 I E I 114. 991. 9131 SIGNATURE TIE CRAVINGS. SPEC67CA mNS AAD OILER DOCUMENTS PREPARED BY THE PROETECT FOR OAS PROJECT ARE r61RlIVE TS OF TIE ARoTTECrs SERVICE FOR USE SOLELY 1WTH RESPECT TO TH/S PROJECT NA) (STRESS OTHERWISE PROMO. THE AMINO 9I .L OE CEDED TIE Atmore OF mac OOOU►ID!AS AND SHALL RETAIN ILL O••••• LAM. STATUTORY AND OTHER RESERVED RCM, NQi1G UO 11f OOPITOCHE THE JiRt►TTECTS ORAwINOS. SPEOi1CAIIONS OR OTHER DOCUTADOS SHILL NOT HE OSLO BY THE OMER CR OTHERS ON OT)CR PROJECTS. FOR moms TO THIS PROJECT OR FOR CC%1PLL7ON OF floc PRWECT BY OfleFRS EXCEPT BY AGREEMENT IN IMM O BY THE ARD.TECI. a PROGRESS PRNE 02X9 - 07 ® PLAN CHECK O BID SET O CONSTRUCTION 0 A 0 0 0 0 0 0 A 9IMT 1Ni T%TA:L5 QE10ED DT e SCJEI • JOS 111. VOTOS 9W NA DER A8.O CF SNITS S. I' rn r r „a Ne r 4 A r wrw A A A • A A 1�1'A' TO Pot Dole " AAC • F•NO\0/03\A- vMVle\AI•I41•p • p A a C' n 4. 4 /IA1 • f.\0\0•/01\D• 01060 \tN.1w�.M•p 4 Co I I I � 4i 5/1:0 /•0O/ • 114'e AM AMIN a ti 4 • if/M/0007 11' C' 4 51 a' Ac • fM ■1 110Ne4a\Rner\IAA- awathrn - ?/14/11167 • 0.111 AM, AM - 0 \0•ta•alrlm tddes••Oen PAR/P107 • )tI Pmt At • rA.A.6701 ■6•IAAAtrinnekt0 etas • 0114/P061 • 9•10411 a r MINIM r / 1' p1 /11.11111111111 Z . N , 7 O, M 410. 0T Vi\ ?1111\IG1O'Ill<1(>RK0 1 p p I a ig • , 1 1114Q PAN ME"MORANE �rNIIINIINIIIIININI' �'� tJ2 z §.=- Th is ul r - a W N 0 rn l r Co a r rn A N A A A A A 2 Le eM MP A t. A 4 n AAC • f.\0\e101\A•aMVI• \fs- urePt \07091000.0.0 • 3/27/2007 • 341 PM A .AAC • re.0 \6701\6aaN. \riner\tl.beu tl.n • P115/PO07 - 4AN PM A • e a 1 • MMINIP /pH AAr - f•\ 01170510•1211. \flnr - P/19/2097 • 940 PM ro MC • r.\0 \0709 \0•141111\r10er \ /NM411v.Y.0 • d/$5/2007 • 901 PM ._0(41140Tt. d IN•NIIINIIIINIIP' 101 • +i • x 1 230 STRANDER BLVD., TUKWILA, WA 98188 ni A C' 7C rn rn z rn N 0 z z 4 4 r rn WESTFIELD SOUTHCENTER MALL 4 Coo • FA11\ 0709111, t411v\E.terlor\vt0nr•telekw,mva o Tue. ?/20/07 • 21156 1[[III[f1111[IIIIIIRII. ri iiiiiir mInnium r a a 4 MC - rA0\o700\D•t4N11 \Fl00r \trolk -IAYe -9- b' MOMS SAAB A . '1ltttt[t[t[[tttttt[ttt, rwr w,.r rr V 4 a • t _ A 4a g I - 2/15/2007 • 9.111 PM M;i g • . . ., 1 •, , •,: , , . , .. \ .1.. A •7 � . • • ! • ' . • • .. ,. ,. . ... MC DDDDDDDDD 4NE:e 4 • • r \O\0703\D•t6NN \rloa•\.elk •IA3.d • • 2/15/2007 - 9.18 PM 71' Z'• 1%' C) rn z n r 0 to T91 A< D rn OD N a) N 4 rn A AAC 4 - r•\0\ 0700 \D,ta+•\Cvte•k••\Sveonnrnd.e - 3/A/?4A7 - 11.P4 ASS • - r.\0\ 0709 )0.t9IIT)r•te•e0\Sveannnv.ma - 1/20/P007 - 1 ... , r . . .e • • . . a .,.. rp r.(.. .., .r . 4. • . •.r• ..• . • minsiscibendbo 10111110 i.11&i i 471iiiiirdinnin 9 .4 AAC • 0.\0\0700 \11aeN11 \EYt•rlor)MA A . 2/15/2007 8128 PM a b • CAST F I BERGLASS CORNICE AT PARAPET WALL FO DATNON 1432 STRICT. 17A6& STi GGO OVER LATH ND PAPER STUD CLIP, SEE 51RUGT. OW69. BENT 51. PLATE CLOSRE. SEE 91R UGT. OWES RIGID INSU. FRT1L BLOCK 12' PAVE SELF AD ESIVE FTEJ.ERAHE WATERPROOFING OVER TOP OF WALL 9 i' CEO GLASS GOLD GYP. SHEATHING a' FEEROUS CANT FRTY4. BLOCKING BULT -w ROOF Xs' PRO1ECUON BOARD PEEP POLES 616' - SEALANT s BACKER ROD [ CONCRETE PAV246 I WEEP SCREED DETAIL 3 = r of • • 35 ISOMETRIC OF RECESSED MENU BOX HOUSING • SCALE 30 NOT TO SCALE • RECESSED MENU BOX (EXTERIOR) SCALE e • r-o' 2 REGLET FLASH N6 I r. • 2 • STONE BASE SCALE P-o. • SECTION THRU COLUMN PEPISTAL • SG•LE a CRAIG t.OKA ARCHITECTURE 1920 E. KATEIIA AYE, SIE. S ORAKGE, CA 91861 F A X 114. 991. 1193 1 E I 114. 991. 9134 SIGNATURE THE ORAMINGS. SPECIFICATIONS AND OD ER DOCWENTS PREPARED BY DIE ARpnECT FOR DNS PROJECT ARE TMSTRIAIENTS OF TIE mowers S SERVICE FOR USE SOf1Y MUTH RESPECT TO nes PROJECT AND UNLESS OTHERWISE PROVIDED DE mc.ITECT SOU. BE DEFIED TIE AMOR OF THESE DOCUMENTS IND SHAD. REIAJM Alt mom LAW. STATUTORY NO OMIER RESEEDED RIGHTS. *MOM flE comae. flE ARWTECTS O RANINGS. SPUN IS OR OMER OOCUUDITS SWlML NOT BE USED BY THE mem OR OTHERS ON OTHER PROJECTS. FOR ADDMONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT Sr AGREEMENT WTU MWTOiG BY THE ARCNIT(CT. O2- -01 I® PUN CHECK A 0 A 0 Q A 9w TINE DETAILS 9258 REGISTERED ARCHITECT CRAIG 0. OKA STATE OF WASHING O BID SET O t ORION Err SMELT MAIM • CIEOED Tar SORE A8.2 • JOB No. Y O7OS OF O PROGRESS PRINT O CONSTRUCTION J J 2 w I- z w 0 I I.. 0 (I) 0 w IL I- w REMIND a1YOFrc : " I ?JR 29 WO OD OD OO rn 5 H 0 to fY W 0 Z U) N g 4 • • 0 • X a o _ y V I 1 • 0 FIXED A.U4NUM EXTERIOR WALL LADDER 11 560 BY ALACO LADDER CO. PROVIDE 16 6A WALL BACKING FOR LADDER FRAMING. LADDER SHALL BE A 14FOMUM OF 14' VIDE. HAVE 14' MAX. RIME SPAUNS. AND HAVE 6' MINIMUM TOE CLEARANCE. O 3O' x 36' ROOF ACCESS HATCH ® 42' 1116H WALL, S 5/6' x 20 GA META_ STUDS 0 16 OZ.. NI 5/6' TYPE hC 6YP. BOARD TOP. SIDES I END OP WALL 0 Dt*ER PANELS. SEE ELECTRICAL DRAVATOSS O OPEN TO JANITORIAL CLOSET 124 BELOW 5/4' APA 'S1URD -I- FLOOR' PLYWOOD OVER METAL STUD JOISTS; PROVIDE FIRE RETARDANT TREATED PLYWOOD. 'SURE STEP' HATCH ACCESS LADDER iv/ WALK THROUGH LIFT UP RAIL EXTENSION BY ROYALITE MANUFACTURING, INC. LADDER TO BE A MINIMUM OF 14' WIDE. HAVE 14' MAX. RUNS SPACING, AND HAVE A 6' MINIMUM TOE CLEARANCE ELECTRICAL PAWL. SEE ELECTRICAL DRAW N55 WATER HEATER STRAPPED TO PALL, SEE PLU14BIN6 DRAVO465 TELEPHONE BACKBOARD, SEE ELECTRICAL DIRAWINSS 24' x 46' SUSSPEMED ACOUSTICAL PANEL CEILING 11/ WASHABLE SURFACE o PPE OSUMI O STS. PLATFORM ECM PER SMOOT. 01166. 0 90 6A 6N.V. 511n. CAP ® 1SEP 206As1W5•110 Si T . ETAL SOOD. CROSS M. - -LICK OR SLOPE FOR ihStLATE MSDE OF ■AETAL WOW. N COLD C ;'.A ES �! L • DMZ 125 O ».T ROOF. SEE ROOF FLAT O TRAMPER AR 6RIZLE, SEE PECK MSS. O !ROOF HATGHtFROME CANT STRIP a'+d FJA6HNib A6 RSQJSQED inu7 TILE RIGOR SEE V' MAIMS 5T121- BEAMM, SEE 57F.iG' M165. O 5B 05'4•B, str SF1R'.iG+. mos. • FROT EcrHoi4 BoAza of Nie.9 215u.Anort 0 p.E AL S1iU JOIST BL00045 FOR LADDER ATTACHMENT AT FLOOR • DOUBLE VET AL 5TA JOISTS AT RRRE O MALL • • 124 AMC 2•-0' 7 201 fl O t" T S 6 MSG PLYWOOD FLOOR O35/8'x206A. 16' OL_ O %j' 6YF9.Th BOARD O !FETAL ROOF D5GGi`6, r STRUCRRAL DRAFTK66 — O 42' FISH 1'W L 3 SW x 76 6A. IieTAL STUDS 016' O.G. n/ 515' 6YP. BOARD TOP. SIDES and 13V OF MU, EXTBR7) TAL 5I1D5 P.EO 4 !at ROOK COI. CUM UP TO 42" ABOVE FLATFOOT FLOOR • • I a ATG IMIEN HAMM 1?2 0 CONCRETE SLAB, SEE STFLICTURAL DRA INS5 ® METAL STUD IDLE PER FLAN O memo> ACOUSrrGA. PJMe_ HLlfi ® A+ETAL STIUD JOIST FRA•4 P FER CEL % PLAN ® Fib ALI ATAN EXWIJRiO4 POLL LAD vs6o BY ?LAW LAc'7DBE CO. PROVIDE b 6J+1 PwL BJ1CiCR45 FOR L AVCOL FRAP'P16_ LAMER SPAT L SE A KNOT/40F 14' 1 0E. 1IAVE 14 MAX Rem SPAC.eTff, MD HAVE 6' ~X TOE Ol.EARJ11`GE 0 STEP' PATOI ACCEE6 LAMER IN/ WAX THROUSH LFT UP RJIi< DITBISO T 81' ROYAL/1E YJINRFAGTEIi?.Ifi, LING: LADDER SHALL EE A MOEN OF 14' ME,1KVE14 VAX FARSSP CPAS, AND P VE6' 4J4TOE GLEARANCE SECTION AT ROOF HATCH LADDER/ACCESS PLATFORM • y • • FIBERGLASS SPIRE SUPPORT DETAIL V-14 • 15 11 t PISER6LA5S SPIRE • SCALE Ir • r-or s FOR PUIFOR16 VENTS TON PE3RR'ETERS LESS THAN 2' USE LEAD CAPS SET LEAD MANSE N SFECIFTED MASTIC CLOSLFE PETAL ROOF DRAIN SEE PLUMB. DWG. DRAIN PIPE SEE PUR415. DRS. LEAD GAP Is DOM INTO PP E FLA.' SET • 4 SPEUF•-3:0 ,#A51 G_ PEOJANCALLY FASTENED • 6' O.C_ DONE STRAINER GoF'®RW Ft ASHINS CLAMP AND 6RAVE. STOP LEAD FLASHING BUILT -UP ROOF 15' PROTECTION BOARD RI6iD INSUL. FETAL DECK TAPERED EIa6E STRIP SWF RECEIVER IMDERDECK CLAMP i SCALE ROLLED LEAD 1 RL DOWN INTO PPE aL.. ti5 VENT STACK MASTIC SEAL AT PERIPETER TWO -FLY STRIPPING 4 TOL �— i3�T4P N_ROOFINS DECK016H ! NE LA r 5OK PIPE HOOP I ;; sto I 5 w 2 0 a 3 N z a e L CRAIG O.OKA, ARCHI1ECIVRE 1920 E. XA1E11A AYE, SHE. S ORANGE, CA l28i f A X 114. 991. 1193 1 [ l 114. 991. 9134 93t111TiURE 1 ,9,7 1hcIsTERto ARCHITECT RANG O. OKA STATE Of WASi Oh DIE CRAVINGS, SPEcJFlCADONS ADO ODER 00CUIEDETS PREPARED BY THE ARORTECT FOR THIS PROJECT ARE MISTRtMOIIS Or RE IRoiTtcTS SERVICE MR USE BOLDLY MIMTN RESPECT TO DRS PROJECT AND MESS ODERMIISE PRONOEQ THE AROIIECI 9ULL RE 0Et11E0 PIE MANOR OF RESE OCCU R:NTS ARO SHALL Kim ALL OOWON LAIN. STAIUTCRY APO OTHER RESERVED RIGHTS. MUMS DE COMBO. THE ARW:tcrs O RAIMNOS. SP(oF cAt1cNS OR OTHER 000P ANTS STULL NOT EIE USED BY THE WRIER OR OTTERS ON OTHER PROJECTS. FOR ADOME 6 To DNS PRORECT OR FOR oouPLEuON OF DRS PROJECT THY OTTERS EXCEPT Er AGREEYENI r MM HG BY THE AAC tt(CT. O PROGRESS PRINT 0223.07 ® RAN CHECK O BID SET O CONSTRUCTION A A A A A 0 9W NNE t DETAILS ORRIN Of SHEET ILION ow w SCALE J J N 2 LL W I— Z W 0 I I— D 0 0 J W 1L !— co W ��� N„ E R CAR 29 /',c'7 PFAUTCEir A8.3 OF SHEETS 1 • TOP OF IIf' *A TUBE, 5E. PLAN TOP OF PAVING YARES GORE DRILL GONG. PAVING i SET RAILING POST IN 'POUR STONE', MILL 6' t3D affis x BS' SPRING HINGE NOLra POWDER GOAT All RAILING COMPONENTS GLOSS BLACK 36' GATE NON- LATCHING DECORATIVE RIMS, TYP. SEE DETAIL 4 /Ab.4 2' 50. ALUM. TUBE RAILING POST TYPICAL 4' ID_ x3/4' RING 2' 60. ALUM TUBE RAIL INS POST SGALE 3/4' • t• PIOVVER GOAT ALL RAILING COMPONENTS GLOSS BLACK ,r ' �_ 1 1 1111 ! 1 11111III1111iI MORTAR BED 0/ METAL LATH REINFORCED MORTAR BED 11.4' THICK CRUSHED TILE OR STONE STEET METAL FLASH:4S IV CM/ BEYOND 1' x 22 6A. &M.V. STEM. ROOF DECK 215' x 26' x I4• STEM ANSLE FRAM GONG CUs 14/ •4 COW. GONG PAY? W 11 3 • W cJ.rt Ei( DRAM TO 6+EJHSE SEE PLLY43 MIS 0000000 1111111111111 TRASH ENCLOSURE CURB MORTAR BED 0/ METAL LATH CONCRETE SLAB SLOPE ss' TO DRAIN 111111111111111 1:11II11111IIi1 CAN WASH IV GMU IVLL SE STRICT. MSS. GONG_ FT6_ SEE s GT. VMS. GONG. DAUB 9 GONG. SLAB, = SEE TE PLAN SCALE 1I5' = I'-0' SGALE 3' = I•-O• SGALE ge• r-o• TOP OF LANDING BEYOND CAST STONE WALL GAP AT SERVICE YAW WALL MORTAR BRICK V131:132 12' G34U. VIN.! GG1I PAVING 513E ID' DY166 FOR FM% 5f3: STFEGT. DYffS. FOR STRICT. INFO. G.M.U. NALL SECTION AT SERVICE YAW 12' xb'x16'GXW. SERVICE YARD 14' E7? JOINT GONG. PAVING GONG. SCALE AV a l 5E: STTlIJGT. MSS. FOR RERFOlRGING i FOOTING SIZE RAILING SECTION DETAIL RAILING ELEV. DETAIL CMU WALL AT METAL STUD WALL 6 426. TOP OP Ite Sea TUBE • CAST ALUMINUM GAP EDGE OF PATIO PAVING SCALE 6' = 1' -0' SGALE 6' or I'-O' SGALE as = I'-O• 3-GOAT STUCCO 0/ LATH I PAPER LAMP POST MERE OGO 5E£ STRUCT_ EMS. FOR FCOTIN6 CONCRETE PAW*. 513: SITE PLAY SGALE a•• UM18RB.LA PROVIDED BY OMER (tLLW VERIFY DI/wETER OF UNLA POLE ALUMINUM COLLAR SUPPORT t'O,& 1/6' THICK, VERIFY REgARID DIAMETER . j PROVIDE MWC 1/16' CLEAR AROUIW UMeREU A POLE I - x3116' ALUM. PLATE, MID TO COLLAR I TUBE RAIL P ROVIDE ROMEO TIPS AT ANCHOR PIN PROVIDE REMOVABLE PIN AT TOP COLLAR ONLY, SECURE PIN TO UMRELLA FT/ YORE CAW UMBRELLA SUPPORT PATIO GATE STOP DETAIL CONCH PAVs SEE DM{_ FOR SEE 57TTUCT_ MSS. FOR STRUCT. IWO. FOR ADDITIONAL *FORMATION NOT SHCNI HERE 5E: DETAILS . • PRE -DRILL UMERELLA POLE TO RECEIVE ANCHOR PM 1'x3/4'x 3/16'ALUM. PLATE, VELD TO COLLAR I TUBE RAIL 1/8' THICK ALUM STOP, VELD TO GATE FRAME, EASE COMES I EDGES. SGALE 6'=1' -0' SGALE 9'• SGALE b'= r-o• 02.01 g PLAN CHECK O BIN SET O CONSTRUCTION JOB NO. 1 0703 • • • • • • x v t C ° AIC 0.OKA, AR CHI LEC LURE 1920 E. KAJEttA AYE, S1E. S ORARCE, CA 91861 F A X 114. 991. 1193 1 ( L 114. 991. 9/34 9EET TRH X PET/MI OIRRIN or • CWCZED We SORE REG/STEREO ARCM IECT CRAIG 0.OKA STATE Of WASHING ON DIE DRAWN:S. seccaicAucNS AHD OTtER OOCIAJENTS PREPARE[ BY THE ARCHITECT FOR 1, PROJECT ARE FHSTR(I.RTTIS or THE ARCNTECCS SERVICE FOR USE SOLELY M TH RESPECT TO DOS PROJECT MO UNLESS OTHERIASE PROMO). THE ARCHIECT SIMIL BE CEDED DC AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMM LAW. STATUTORY AND OTHER RESERVE') R OIIIS. PICUMJP THE COPYRIGHT. DE ?BMFIWCT S DRAMIRfwS. SPECIFICATIONS OR OTHER OOg111ENTS SHALL NOT SE USED BY THE MINER OR OD RS ON OTHER PROJECTS. FOR *come 10 niS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTTHERS OtCEPT eY AGREEWIENT IN *RETM O SY THE AROHHTECT. O PROGRESS PRINT J N 2 N. w I- z w U I I- s VJ 0 J w U. rn 0) w RECEWD MY OF . 02 2 9 iz." PgItitegFi 9W TIMER A8.4 CF SEEIS 9 1 • FOYER RETAIL BAKERYSTORPGE BAR COCKTAIL LOUNGE SERVICE STATION #3 DINING #I DINING #2 DINING #3 SERVACE STATION #1 SERVICE STATION #2 COOKING RESTROOM VESTIBULE MEN'S RESTROOM WODENS RESTROOM UNISEXRESTROOM JANITOR CLOSET KITCHEN HALLWAY JANITOR MNdGR.1BOOKEEPER OFFICE EMPLOYEE MEWS RESTROOM EMPLOYEE I/ EWS RESTROOM EMPLOYEE LOCKERS LINEN SUPPLES PAPER SUPPLES DRYGOODS LIQUOR SUPPLIES MEATIDP RYCOOLER BEER COOLER DISHWASHING POT WASHING PREPARATION FIRE RISER BACK FLOW PREVENTER WATER SOFTENER SERVICE YARD TRASH ENCLOSURE BUSSING STATION SOUTH PATIO FLOOR SUBSTRATE 1 MATERIAL 1 RNISH TF -1 1 TS-1 58 1 --- I SEE I.D. MOS. FAI X RNSH G8-1 L -4 GB-1 L-4 WALLS (SE NOTE 11) FRP CONC CONC CONC CONC CONC CONC CONC SEE ID.0WGS. 4/.68.1, 5/.68.1 SEE ID. DIGS. 41.6.1, 5/.68.1 SEE I.D. DIGS. MOS. ID. GS. SEE ID.OVNGS. 41P8.1, 5!.68.1 1F-2 TF2 TF1 TF -2 TF -2 TF -2 TF-2 41.68.1, 51AB.1 5.68.1.14/.68.1 SEE I.D. DIGS. 4/A8.1 4/A8.1 4/A8.1 4/A8.1 4/.68.1, 91.68.1 41A8.1. 9/A8.1 9/A8.1 4/A8.1. 9/A8.1 10!.68.1 9/.68.1 9/A8.1 9/A8.1 7F-2 7F-2 7F -2 TF-4 2!P8.1 2/M.1 28.1 9/A8.1. 15/A8.1 9/M.1. 15/#8.1 9//8.1.15/A11.1 P I I! SEE RCP. P SEE R.C.P. SEE R.C.P. SEE RCP. G8-1, SC-A GB-1, SC -A P,-- f SEE RCP. P.- SEE R.CP. SEE R.CP. SEE R.CP. GB-1, SC-A GB-1, SC-A SEE RCP. SEE R.CP. SEE RCP. G8-1. SC-A GB-1, SC-W GB-1 6131 SC-w SC-w SC-W SC-w GB-1 GB-1 SC-w SC-w SC-W SC-W G8-1 SC-w L-5, -- L-5,--- 1-5 1-5 L-5 L-5 L-4 SEE R.C.P. SEE R.CP. SEE R.C.P. SEE RCP. SEE RCP. SEE RCP. SEE RCP. SEE RCP. SEE RCP. SEE RCP. SEE RCP. SEE RCP. SEE RCP. SEE R.CP. SEE RCP. SEE R.CP. SEE RCP. SEE RCP. SEE R.CP. SEE RCP. SEE R.C.P. SEE RCP. SEE RCP. SEE R.CP. L-4 1 P 1 SEE RCP. L-4 1 P I SEE RCP. L-4 1 P I SEE RCP. NOTE 4, NOTE 5 NOTE 4. NOTE 5 DM 4, NOTE 5 TOTE 2, NOTE 8, NOTE 8 101E 4. NOTE 6 OTE4. NOTE 6 DIE 4. NOTES DM 4. NOTE 6 NOTE 4 NOTE 4 NOTE 4, NOTE 8 NOTE 5 NOTE 4, NOTE 6 NOTE 4. NOTE 6 NOTE 4, NOTE 8 NOTE 4, NOTE 8 NOTE 4. NOTE 8. NOTE 9 BACERYSTORAGE SERVICE STATION #3 DINING #1 DINING #2 DINING #3 SERVICE STATION 11 RESTROOM IESTEBULE RESTROOM RESTROOM NISEXRESTROOM (TOR CLOSET CHEN HALLWAY HEN HALLWAY KITCHEN HALLWAY KITCHEN HALLWAY ICE ITOR MANGR. /BOOKEEPER OFFICE EMPLOYEE WENS RESTROOM EMPLOYEE WIDENS RESTROOM EMPLOYEE LOCKERS UNB1 SUPPLES PAPER SUPPLIES DRY GOODS LIQUOR SUPPLES RAPID COOLER P.EAT/DAIRYCOOUER POT WASHING PREPARATION ASH WALLS NTH 12"' SMOOTH CEMENT PLASTER ISH WALLS WI1H 11T SMOOTH CEDENT PLASTER K FLOW PREVENLER ►TER SOFTENER TRASH ENCLOSURE ROOF ACCESS PLATFORM ROOM MATERIAL / FINISH SCHEDULE L 5.3E REFLECTED CEILNS FLAK FOR GEILINS HEIGHTS 2. INSTAf.L. 3!►' IJ56 • ILIROGK' GONG. BACKER BOARD B H110 5l5 FLASH s TILE AT GOOKU•E NALL FROM FLOOR TO 1A4>l3 SIDE OF HOOD. MULL 66 MeV HOOD. 3. SEE K SEEM ADDITIONAL CURB RH OAl 4T5. 4. INSTALL 11313' LL IE16HT Elf3U D TILE, FRP. 4 515 HALL PLA6HEN6. 5. INSTALL 1ED BEH1)D TILE EASE UP H TO 6' 6H ABOVE FLOOR MATERIAL AND FINISH LEGEND 56 STARLESS 5TL- 1B-G TILE EASE: IF-1 11LE FLOOR 1?-2 TILE FLOOR FLLL mASE'P OVER EXIEF COR ■ EA :MOW GONGIEiE SLAB ). (TCA F REFER iS�f6 [�F TO ID. ORA6 FOR TILE NO 6RGfT COLOR 5P6ICAT.a45 APO PA: E t 6. TILE NAINECOT AT RESTRO�OM5 %W.L. BE A OP 4S MIL IL IL SEE D DRAY'S % FOR LOCATION OF MIS ES AND FOR ADDITIONAL WE SST ID. DR/IWN65 FOR ADDITIONAL *FORMATION. INFORMATION NOT 5140VM IHEZE. S 1. WE ID. DR/W0456 FOR LOCATION OF FlIA5IE NV FOR ADDITIONAL INFORMATION NOT 94FOY111 I. S. EXTEND VTR MBERME TALL FEf6IHT UP Y(A.L 138910 TILE. FRP. MI 515 FLASHING. 4. SEAL ALL NAIL!. FBETRATION5 AIR T16Hf AT GOOKLD AND PROVIDE ?DETRAINS SEALER COMPATIBLE NTH TH TILE AND STONE. G01 *.T AND OBTAIN APPROVAL OF TILE AND STONE MANUFACTURERS FOR TYPE OF SEALER AND A°PLFGATIOI1 TF £T OVER SOUP 5UB6TRAEE (1CA 11243 CR N244). REFS TO ID. 17/455. FOR TLE AND 6RAlT COLOR SPECIFICATIONS AND PATTERN. .G P PAINT F5HE RB MOMENT BASE: VetYL. TOPSET, COVED, 6' *9t BLACK FIELD-FORM GOBS. Di RESILIENT FLOOR SEE ID. RAYI/NS 5G-v4 51J5P. CH3W6 SUSPENDED NASITP8LE PAS COLD . YW5NAELE SEE ID. ORMf 165. FA1JX FAUX FMK SEE ID. i7RAPIM6S. &C. TO PROVIDE MATT VAR�Sff 5EEL8 . 5B AS STONE BE: SW ID. DRA fl? 6. FLAME SPREAD TABLE H'XCGPAF4GY 6Rt�[P 1� 8-NR. UNIT cam) (KITGF6�. PROW A�, CIRN Q G G ft7FN0.Va*aS, L�OIAN6E, FOYER) B, SPRA►>!aL@tED . G AOTC.F;E?l R',E5 ?RIB. OFrFGE5H1 GENERAL FINISH NOTES REVIEWED FOR CODE CCM P .`•'E 1 APPROVED t 1 2 N ALL FOOD SERVICE AREAS PROVIDE CALK JOINTS AT TIE INTERSECTION OF 5If5FE DED GE31.W6 6R0 TO FRP PA'13.5, AT ALL NALL PEETRATIONLr (PIJke1146 LEES, 6AS LIES, LSGI1GICON S DOVER PLATE % ETC) NV AT NI$EECION OF PETAL 1.7004 FRAMES TO FRP PAS ALL CAULK SHALL BE FOOD -6RA DE %ICCO R MITE 5. ALL KITCIEti AREA FLOORS SHALL EE CLEANED PRIOR TO DE iVERY GF STAINEE56 STS FOOD 532VKCE SSUF: I:34T. GLEAN•49 ACV NU_ PANTA6E 5TA LE 56 WED- FNSrES. ?c; TVITED OR EDUCATED CC WIRAGTOR STALL. PROVIDE 14t?ERN iH4A F'!1: DA AU. TLE N !OTGlf34 my SERVICE AR1rA6, ADD OVIR ALL ALL MOOD NO PETAL ORES 9TALL 8E LV6TALL® OVER THE ROUGH 51.18 M PLACE 045TALL PPA1R1P FACE OF .CURB ON EXTERIOR 1. ALL LJ6Hr FLXTI lM TRSM R 55, EXPOSED GGhDUATS, J- 9O?IES, SPEAKER GRILLES, A'D WAG 6RLLES SHILL EE F••9157 TO MATCH AD.1AG1311 Get AS FIMSFE% ChM& NOTED OTVERNSE. • • • • • 4 1 CL AIG 0. OKA, A RCHIIECIURE 1910 E. KA1ELLA AYE, SUE. 5 ORANGE, CA 9186 F A 1 114. 991- 1193 1 E L 114. 991. 9134 SIGNATURE SCAE • 925$ F:wlSin?(O A{xEAMI CRAIG D. OKA STATE OF WASINIGT nE CIRAYMNGS. SFeanCATONS AND OTHER D ocuNENTs •REPAREO Or THE Page ECT FOR Ens PRC ECC ARE NSTTRI ENTS Or THE NRQIMECT`s sEFFACE PROJECT F/ o r Dim UNLESS OTHER$SE O THE AHHWT(a 90a OE DEEMED OE AUTHOR OF THESE DOCUMENTS A.M1 SHHKL RETA?H MILE CONNON tAST. srATUTOR' ADO omen RESERVED mess. Anum THE coma . nit ARQi1 CT S ORATMNGs. SPECi1CAnONS OR ODER DOOUENTs SWEL NOT DE uSED DY THE WITHER OR TO DRS PROJECT OR FoR son 00NOLJ N or Das PROJECT Dr OTHERS EXCEPT EHY AGREEMENT IN TiR mo OY nE AROWT(H;r. 13 PROGRESS PRINT 02- 23-01 ® PLAN CHECK O END SET O CONSTRUCTION J J 2 re w 1- z w U L I 1- D 0 rA V/ 0 J w_ r 1- r � vJ w • • 9MQ INK FIN 5H SCHEDULE 9W MINER *160® IP, SalE A9.O .F 94EDS V NSPECTEN TASK INSPECTION MECUM REFERENCE FOR a iEMll CONEMIOIIS MOM BC SECTION Ad 530 /ASCE 5/MS 402o Ad 530.1//SCE sins 602o I. AS MASONRY COi3SIR1ICNON BEGINS. 11E FOLLOMNG SWALL BE VERIFIED TO ENSURE C 04114CE - X Ad 3163.5, 7.1 -7.7 19035. 1907_1, 1907.7. 1914.4. MSC 10. Sec. 112.5 a PROPERTIES OF SITE PREPARED NORM - X - - MIL 2.6A b• CONSTRUCTION OF MORTAR JOINS. - X - - AIL 3.313 c LOCATION OF REINTORCDCE . CONNECTORS. PRE TRSSNG 1EiDONS & JUIDERM. - X - - ML 3.4, 3.M d. PEiIG EEC NQIE. - X - - ART. 3E8 e 17010E & WE OF PRESTRESSING TIMM & ANCHORAGES - X - - A3 2.40.2:01 2.11E 3IEPEciui PROGRAM SHALL VERY: - 9. ERECION OF PRECAST CONCRETE MEMBERS. - X AC 316 CH 16 a. SW & LOCATION OF STITUGORIi . OEiELfiS. - x - - ART. 3.7G b. roc 971 & LOC/IAOI OF NICK LS, IIOtWNG OM DETAMS OF NOICRIE OF MOW TO STRUCTURAL. IOi&RS, - X - SECT. 122(e). 21.4, 3:1.6 - FRIES CR OTHER OOISEIC eL a SPECIES SOL GRADE & TAPE OF REIiINEDIE L I - X Nota The amlrocta shall nobly Me bilk° official of Iha moat at iE= hams*, =M IA h. ,,..h.=s..,. Mt 1.13 MT 24. 34 4. VEILING OF REIN EWES` X - - SECT. 21.103.1. 31334(b) - e. PROlIErMilpll OF 111 BANG COD IEM ER (TEMPS. BaBll 4G1) OR NOT NEARER (1IWS. A801E SW) - X SOX 21045, 210L4 - ,ASR 12C, TM I. lifuDgeg & iEJA61iEiun OF PRESTRESSING FORE - x - ARE 368 3. FlaOR W10 MOM. THE IGWORING 9 Hu. OE % EEO e. OM SPACE 6 QFML - X - - SRL 320 t PUCEME T R R INFORCOQMi & COQ & FRIESTI EWRIC IDIOMS. - X - Mt 1.13 ART. 3.4 c. PM3PCM06 OF Silt PREPARED GROUT & PANS GROUT FOR 601RED me m. - I - - ART: 263 d CO +FOR OF MDR ,iOiAS. - x - - Ai it. 3 4. was Pa1I'ElE R SHRL IE %OM 1O OGRE OOP.NIcE MN OOEE & COISSU°im I - - - ART. 35 HOOCMETtT P a man OF iitSiAES= BOW T'sA001GL x - - - MIL :6C 5. FSEPARODI OF AN MUM GRAB scam, UIPLi -t MMUS *MR ROM Sill 8E OE3yERVLRI - X SFQ 210522 2106.3 - NE 1.4 6. CEM:IMEE MI MIMED WET= FRUIT___ OF DE SEwi�EDL1oa>tE111t & TIE ARMED SU Mmts - - - - - - - X - - ARt 1.5 WRFICATON & INSPECTION CONTINUOUS PERlOCIC REF. STO6. IBC REF. 1. M LEI AL VERFICA1K$1 OF HIGH STRENGTH BOLTS, NUTS & 1M11SHERS a ldeliiiodion modings to conform to ASIA standards speciied in the approved consfructon documents. b. Manufactures certificate of compliance required. - - X Appicable ASIA MSC AS Sec. M MSC MIA Sec. A33 - 2. INSPECUON OF HIGH STRENGTH BOLTING: a. Beadng type connections. b. coeneetons. X X x MSC 10. Sec. 112.5 1704.3.3 3. WI1ERW. VERIFICATION OF STRUCTURAL STEEL a Identification markings to conform to /SDI standards speaDed b. Manufacturer's c rt of oompioAce required. - - ?SDI k6 or 568 17064 4. W1ERW. VEREICABON OF HEED FILER MOVE a id Itie approved Ito n conform documents- b: Mont canters cerbTecote of airplanes required. - - MC MC � ASO Sec. Ad 31& 4314, 5.2 -5.4 5. INSPECTION OF 1TELONG: a Sbucturd stet 1 Complete & partial penetration groove welds 2 Multi puss filet welds. 3 Single pass Met welds > 5 /i6' 4 5 Floor ec welds < 5 / welds. b. Reinkecing sleek 1) than n e wddabity of reinforcing steel other 2) Reinforcing steel resisting flaord & olio forces in intermediate & special moment frames, & bardoiy dements of special reinforced concrete shear walls & shear renforce meuL 4) Other reinforcing steel. 1 17' 52. x I' THK. NITS D1.1 A IS 01.3 MS AO 31 & 1 1704.3.3 1903.52 6. REFECTION OF SiEEL ERNE JOINS FOR C0IPIMICE %M11! APPROVED III X - 1704.32 CONSTRUCTION DOCi+ENT& f 6: Me�mber�loa o & c App6coSon of joint details 0 each correction. 7. FABRICATION AND ERECTION OF STRUCTURAL SIDI: - X - 1906:11, 1905.13 1914.9 COLUMN si.F MARK GOLUKI SIZE BASE PLATE SIZE REMARKS GI HS64'x4'x3/8" II' SQ. x3 /4' lK 36' G2 H555 5" x 5' x 3/8' 12' SG. x3/4'TH . 24' G3 HS66'x6 *x3/8' 13' - a C4 H568'x8'x I5'5Q.x3 /4'INK. 1912.5 G5 H566'x6'xi/2' I3 " SO. x3/4'DK Ad 31& 4314, 5.2 -5.4 G6 H55 8' x 8' x I/2" 17' 52. x I' THK. - Gi W 14 x 82 21" SO. x I I/2' THK. X G8 Ad 3185.9,5.10 1906.9. 1905.10 1914.6, 19142. 1914.8 7 . INSPECTION FOR IMMENMCE OF SPECIFIED CitMO CONTENT & OETERINMNG DE TEMPERATURE OF FRESH co ir. GRADE BEAM sc1'EDIALE MARK WIDTH DEPTH CONT. REINF. TIES eel 24' 36' ( y BGf�O *4 o 16'oo 602 24' 36' (4) al T413 t4 0 16'oc - a X - - 1912.5 MI MI/ W.HRICO X111 a TENNI ON OF CONCRETE CONSTRUCTION VERIFICATION & INSPECTION CONINUOU5 PERIODIC REF. SIDS. MC. REF. 1. REFECTION OF REREORCMG STEEL MCWONG PRESTRESSING. & WASHERS: - X Ad 3163 5. 7.1 -7.7 1903.5, 1907.1. 1907.7, 1914.4, 2. INSPECTION OF REINFORCING STEEL WRONG N ACCORDANCE w/ TABLE 1704.4 REM 58. - - AiMS 01.4 AC 31& 3.5.2 1903.52 3. RESPECT BOLTS TO EIE NSTA.ED N CONCRETE PRIOR TO & DURING PLACEI9ENT OF CONCRETE WHERE ALLO TABLE LOADS HAVE BEEN NCRE ASEO. X - - 1912.5 4. VER 11NG USE OF REQUIRED DESIGN MCI. - X Ad 31& 4314, 5.2 -5.4 1904. 19062. 1905.4. 1914.2 1914.3 3 SAl1PLNG FRESH CONCRETE & PERFORIWG SUM', AR CONTENT & DETERMINING ATE iEowEWIiUtf OF !RESIT CONCRETE AT TIE DIE OF MOM SPECIMENS FOR STRENGTH TESTS. X - 11Sim6 C 172 ISM C 31 & Ad 3185.95:8 19052. 1914.10 6. REFECiION OF CONCRETE & SHOTCRETE PLACEMENT FOR TEMPERATURE & TECHNIQUES. X - Ad 3185.9,5.10 1906.9. 1905.10 1914.6, 19142. 1914.8 7 . INSPECTION FOR IMMENMCE OF SPECIFIED CitMO CONTENT & OETERINMNG DE TEMPERATURE OF FRESH - X ACI 3185.11 -5:13 1906:11, 1905.13 1914.9 8. NSPECRON OF PRESTRESSED CONCRETE ba APP n �� prestressing forces. Grouting prestressing tendons in the seismic-force-resisting system. sc x - Ad 31& 18.18 AC 31& 18.114 - 9. ERECION OF PRECAST CONCRETE MEMBERS. - X AC 316 CH 16 - 10. VERFICATION OF M-SQE CONCRETE STRENGTH. PRIOR TO STRESSING OF TENDONS N POSTENSIONEO CONCRETE & PRIOR TO RDIOUM. OF SNORES & FORTIS FROM DUNS & STROCTUILL SINE. - X Ad 31& 62 1906.2 11. CONSiRUC110N OF AUGER CAST CONCRETE PIES: X - - - 12. NSPECUUN OF OONCI.iE IBESNE MICIORS x - - - Nota The amlrocta shall nobly Me bilk° official of Iha moat at iE= hams*, =M IA h. ,,..h.=s..,. I • A96REW1TION AB. ANCHOR BOLT ABV. ABOVE ADDL. ADDITIONAL ALT. ALTERNATE ARCM.. ARCHITECTURAL BTYat. BETY€EN BLYT. BELOW BLDG. BUILDING BLK6. BLOCKING BM. BEAM B.N. BOUNDARY NAILING B.O.5. BOTTOM OF 5HT6. 80TT. BOTTOM 5.5. BOTH SIDES BSMT. BASEMENT CLR. CLEAR GL6. CEILING G)41) CONCRETE MASONRY (NT COI.. COLUMN CONC. CONCRETE CONN. CONNECTION GONST. CONSTRUCTION CONT. CONTINUOUS CONTR. CONTRACTOR CF. CUBIC FOOT G.J. COAST. JOINT DiA. DIAMETER DWG. DRAWING 0/EXIST. EXISTING F.A. EACH EF. EACH FACE ELEGL. ELECTRICAL ELEV. ELEVATION EN. EDGE NAILING EN6R. ENGINEER EXP. JT. EXPANSION JOINT EQ. EQUAL EXT. EXTERIOR FF. FINISHED FLOOR F.6. FINISHED GRADE F.N. FIR F.S. FEN. FANG. F.O.S. FT. FT6. 6A. 6ALV. 6RND. 116R. HT. HORIZ. INFO. INT. FIELD NAILING FLOOR FAR SIDE FOIAIIDATION FACE OF CONCRETE FACE OF STUD FOOT, FEET FOOTING GAGE GALVANIZED 6ROIIND HANGER HEIGHT HORIZONTAL INFORMATION INTERIOR K51 1N / lbs. L6. LONG. LT. WT. MAX. M. MD. MEGHL. MANUF. M. MISC. N.S. OG OPP PSF PSI REINF. REGD. SGFED. SF SHT. SIM. SPEC. 52. STD. 571.. STRUC. SYM. TMK. T4B TAF. T.O.L. T.O.5. TRANS. T5 TYP. URA. VERT. WF Y4/ r Jo W"NF. WT. WP SYiu®OLS L ANGLE 0 8 P.L. KING POST KIPS PER 50 INCH POWS LONG LONGITUDINAL LIGHT WEIGHT MAXIMUM MACHINE BOLT METAL DECK MECHANiCAL MANFAGTURER MINIMUM MISCELLANEOUS NEW NEAR SIDE ON CENTER OPPOSITE POUNDS PER SQ. FOOT POUNDS PER SQ. INCH REINFORCEMENT REQUIRED SCHEDULE SQUARE FOOT SHEET SIMILAR SPECIFICATION SQUARE STANDARD STEEL STRUCTURAL SYMMETRICAL THICK TOP 4 BOTTOM TOP OF FOOTING TOP OF LED6ER TOP OF STEEL TRANSVERSE TUBE STEEL TYPICAL UNLESS NOTED OT ERYISE VERTICAL NIDE FLANGE BEAM WITH WITHOUT YELDED WIRE FABRIC WEIGHT WORKING POINT AT CENTERLIIHE PLATE NUMBER DIAMETER PROPERTY LiNE REVIEWED mime! lsr croon, oarsiotsauz>.Lthfe :s a :+. %�J by tLs jsristiai sic '� .R Strv;taral Pt114:i40. it Itis harreederal IP,w'IHIes Cris I : H►: •s- a:r.NraM PT.atd.ss of an 11•116,g tale OiScr: p r.:aa a..7t:,m i .y a.ii. for w•iRt.e.aes ..ill .1 sryir•ir s.i< aAius '= �:• - =i and Parr forkaassim si jrm r Hw nLlieftoar Yi Miardsjr des e ft.:* :fty .. :.-TIC Tn♦. r..;1. 4.0 we ?Mien a, ArAigt .sit Lyke ss of Lewd 1 all ••••.• Hiw • e.-ytar top it .e.iaer grid Da dal •••••• i.rS.G.ti: a.e ec swig J v ri.,l,. •••1.- r I H t oat 3_IC. Io ss a c. _._.... • I A /\ TABLE 1704.4 the special inspections. TALE 1704.3 REWIND mRIFICADON & REFECTION applicable. also see Section 1707.1. Special inspection for seismic resistance. TABLE 1704.5.1 LEVEL 1 SNICA! INSPECTION or 5e c = (i - A. Rte specie: dodo* rdbrcHed are those MI- d i Chipper 35: e • 8TI JCTU AL >I I. ALL ROLLED STR1G71JRAL STEEL SHALL CONFORM TO ASTM A442 6R50. AND STANDARD 22 -I, VOL. III, UNLESS NOTED OTHERWISE, SHALL BE DETAILED. FABRIGATED AND ERECTED IN ACCORDANCE WWII TIE MSG SPEGIFIGATlONS AND GODS OF STANDARD PRACTICE AS AMENDED TO DATE. 2. AU. MSG. ANGLES, STAIR STRINGERS, BASE PLATES, STIFFENERS AND GONPEGTION PLATES SHALL CONFORM TO ASTM A36. 3. STRUCTURAL TUBE'S SHALL CONFORM TO ASTM A.600. BRAVE B. 4. STRUCTURAL PIPE COUJMNS SHALL CONFORM TO ASTH A -53. TYPE Su, GRADE B. 5. AU. BOLTS, NUTS, AND WASHERS SHALL. CONFORM TO ASTM AS01 UNLESS NOTED OTHERWISE ON THE DRAWIN65. 6. TIE STRUCTURAL. STEEL FABRICATOR SHALL FURNISH SHOP PFtAP11465 OP ALL STS FOR THE ENGINEERS REVIEW PRIOR TO FABRICATION. ALL STIR FABWGATTON SHALL BE PERFORMED IN A SHOP APPROVED BY THE BALMS DEPARTMENT. 7. ALL PELDINS SHALL BE PERFORMED BY EXPERIENCED CERTIFIED YELPERS USM6 TIE ELECTRIC ARC FELONS PROCESS AND E1OXX SERIES E1.EC.TRODES. TILTING SHALL CONFORM TO MSC AND APISP STANDARDS. 6. EXCEPT WHERE ENCASED IN CONCRETE, MASONRY, OR SPRAYED -ON FIREPROOFIN5, ALL 5T®. SHALL BE PAINTED UNLESS NOTED OTHERWISE ON THE PRAWN65. 4. OPEL41N6S SHALL NOT BE PLACED IN STEEL ).BEERS U1&ESS SPECIFICALLY DETAILED. STEEL MD4BERS SHALL BE SHORED WHEN PERMISSIELE HOLES ARE GUT WITH A TORCH AFTER STEEL IS ERECTED. TIE SHORES SHALL REMAIN IN PLACE UNTIL THE STEEL TEMPERATURE HAS RETURNED TO AIR TEMPERATURE. 10. ALL WELDS NOT SPECIFIED SHALL BE CONTINUOUS FILLET WELDS. TIE SIZE OF THE WELD SHALL. SE BASED ON MSC STANDARDS FOR THE THICKER PART JOINED. II. STRUCTURAL STEEL SHALL FEE DELIVERED TO THE JOB SITE FREE OF EXCESSIVE (RUST, MILL SCALE, GREASE, ETG AND SHALL BE PRINTED. 12. THE CONTRACTOR SHALL SUBMIT WRITTEN P LDM6 PROCEDURES SPECIFICATIONS &SPS) FOR MOMENT FRAME GOMEGTION5 TO THE STRUCTURAL EN6REER OF RECORD OR THE ARCHITiSCT RESPONSIBLE SBLE FOR THE STRUCTURAL DESIGN PRIOR TO TIE START OF FABRICATION FOR REVIEW AND APPROVAL. THE SPECIFICATIONS SHALL BE MADE AVAILABLE TO TIC SPEGIAL INSPECTOR 4 ALL FABRIGATORS 4 YELPERS ON THE PRO.EGT t TO THE FIELD INSPECTION DIV UPON REGA EST. THE TIPS SHOULD BE DEVELOPED BY A 00141: TENT YELDIN6 ENGINEER 4 AS A MIN. SHALL INCLUDE THE FOLLOWING INFORMATION. I) PROCEDURE IDENTIFICATION 2) BASE META. IDENTIFICATION 3) WELDING PROCESS 4) TYPE OF YELDINS 5) POSITION OF YIELDIN& 6) FILLER METAL SPEGIFiGATiON 7) FILLER METAL CLASSIFICATION 8) NUMBER OF PASSES BTRUCTtRAL IETAL 8TH EIMIE G N OTE& I. ALL STEEL STUDS AND TRACK SHALL BE FORMED FROM STANDARD COMMERCIAL 6A6E STEM Y'MTH A MINIMR4 YIELD POINT AT 50,000 PSI AND SHALL COMPLY WITH ASTM-A510. 2. ALL FRANIlNNN6S COMPONENTS SHALL BE CUT TO FIT SMARMY AGAINST BRACING OR ABVl7HN6 MEMBERS. COMPONENTS SHALL BE HELD FIRM -Y IN POSITION UNTIL FASTENED IN A PROPER MANGER. 3. ALL STE6. SEEDS SHALL BE ATTACHED BY YELPING R APPROPRIATE SIZE AND WANTITY OF FASTENERS. WIRE TYNE WILL NOT BE PERMITTED. 4. BUTT YELPS OR SPLICES MAY BE USED AT ALL TRACK JOINTS. SPLICES IN AXIAL LOADED STUDS OR BRACES WILL NOT BE PenoRTTE D. ALL YELPS SHALL BE SEAM, WIT OR PLUS YELPS. WHERE STUDS ARE BURNED THROUGH BY Y LDIN6, A SUITABLE STITCH PLATE 9tl L BE PROVIDED. 5. CONTINUOUS STEEL TRACK SHALL BE UNPUNCHF.D. GAGE AND / OR SIMILAR DIMlENSiONNS MADE TO INSURE A PROPER FIT, UNLESS NOTED OTHE RYOSE. DESi6N CRITERIA (2009 I G) E ROOF DEAD LOAD ROOF OM LOAD R= 8 Ss. L424 Ste • 0254 Se .o.400 so, 0-781 SEISMIK. USE GROUP 11 SiTE GLASS F In. 15 k. LIS 16.130 VOID DESta& 40Wo EXFORRE 4i E TOM 6GUPHINT LOADS FRAM S FLAN. =25 G =LO u - 1D SPECIAL STELL 140143.T FRAME 51E94G DESIGN CA1E:i SCRe r 17 C. = 0.134 BASE SHEAR = 63333ps ARE AS NOTED ON ROOF 943HITTAL 17 CU4E NTS FOR DEFERRED 9 41TAL ITEMS SHALL BE 9.113FiTTED TO THE ARCHITECT OR DANCER OF RECORD, RHO SHALL RENNER TH D4 • FORWARD 114134 TO TIE 9.111Di1Ly OFFiGLM NTH A NOTATION iNDIGAT016 THAT TIE DEFERRED SIEMITAL P490,184311S HAVE 8E94 REvierFD t 1WT T1EVE HIVE OEM FOUND TO BE 14 6130UL CONFORMANCE WM THE DE9614 OF LIE 9/4.17145. TIE DEFERRED SLaiTAL 11D6 SNAIL 110E OE 1145E 111371 4TL DEER VE516t1 1 =METAL DOCIDIDIT5 HAVE 9331 APPROVED Br THE MOM OiFIGIAL, FLANS FOR TIE 17EFERFED SENIITAL IIi35 9V11. FE 5113417TED N A TIQY mast TH1iT ALLOI SS A11104.41 OF DAIS FOR METAL FLAN REMISS. AU. CO1943115 RELATED TO TIE DEFERRED Si@ITTAL MET EE ADDR E ED 10 THE SATISFAGfl0N OF THE PLAN cm= DLVLSsiOi PRIOR TO APPROArM_ OF THE SUHKTTAoL T11345. TIE6@ER6L. GONTRAGTOR SWILL AL. LOf�! A TY'if7 EK 1M FOR ARCHITECTS 4/OR BIGINEERS REVIEM PRIOR TO APPROVAL IffiliniMISSEBYABQK STRUCTUIRAL. OBSERVATION PER SECTION Mg OF THE 2005 EDITION OF THE INTERNATiONAL E ILDING CODE MD SHALL BE PERFORMED BY THE STRUCTLRJIL ENS I OF CO M!® OR THEIR DESIGNATED OBSERVER AT TIE FOLLOIMi+I6 STAGES OF GO. 'r31RI. TION: 1_ OBSERVE REIWORC.IN6 STEEL PLACEMENT IN FOOTINGS AND SLAB PRIOR TO Fi.ACEMENT OF CONCRETE. A THREE DAY MN. STANDARD NOTICE BY THE CONTRACTOR TO THE ENGINEER 15 REQUIRED_ 2. 03 SERVE 5TA NT1AAL COMPLETION OF THE ROOF FRAMING. A THREE DAY MINI ADVANCED NOTICE BY THE CONTRACTOR TO THE DOWER OF RECORD IS REQ BRED. C,itFAAL 8111JC1 MAL NOTE& I. THE CONTRACTOR SHALL VERIFY ALL DIht 1Ct6 I CONDITiONS AT THE JOB 591E PRIOR TO STARTING CONSTRUCTION AND TIE ARCHITECT / EL MISER SHALL. BE NOTIFIED OF ANY DISCREPANCIES OR INCONSSiSTENCIES. 2. ALL PHASES OF YIORK SHALL GOFORH TO TIE 140104.84 STANDARDS OF TIE 2003 INTERNATIONAL BUILDING CODE (2003 IBC). 3 TIE CONTRACT GONSiRUCTiON DRANHTN6S AND SPEGPIGATiONS RE OTT THE FINISHED STRUCTURE. UNLESS OTHER WEE NOTED, THEY DO NOT INDICATE TIE METHOD OF GOIl61RUGl1ON. THE CONTRACTOR SHALL FRO lII E ML MEADS NECESSARY TO FROTEGT TIE STRUCTURE. MORi?4FN, MO OTIEt PERSONS DURa6 GOIBIRUGT1011 9)GH waxes SHALL MODE, 8UF MOT LIMITED TO, CRAMS, ALL SHORING, FORMS, AND SCAFFOLDING. 4. GFVlN6S, POCKETS, ETC. SHALL NOT BE PLACED IN SLABS BEAMS, GOLt 146, MIS, ETC, UNE56 SPECIFICALLY DETAILED CI TIE STRUGIURN. PRAM S& 3 N.I. ASTM SPEGFIGATIONSS NOTED ON THEE DRAYSNOS SHALL OE OF TIE LATEST 6. CONTINUOUS INSPECTION BY A GIUALiFIED PERSON APPROVED BY T1E ARCHITECT AND/OR ENSIEER AND TIE BUILAM5 DEPARTMENT SHALL SE TEQJNED FOR TIE FOLLONN6 TYPES OF YORK. A. ALL CONCiRETE YORK ABOVE 6RADE INVOLV1N6 CONCRETE STREWTH 6REATER THAN 2000 PSJ. B. FOUNDATION CONCRETE INVOLVN6 CONCRETE STRENGTH 6REATER THAN 2500 PSJ. C. ALL FELD ND.DINS P. ALL Y4ORK NVOLVIM6 Ht6H STREWTH BOLTS. E. ALL WORK INVOLVINS EPDXY ANCHORS: F. SEE MASONRY SECTION FOR ADDITIONAL 1. IN THE EVENT THAT CERTAIN FEATURES OF CONSTRUCTION ARE NOT FULLY SHOYW ON TIE DRANBN65 OR CALLED FOR IN THE NOTES OR SPECIFICATIONS. NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY AND NWT FOR INSTRIIGTiONS. FOUNDATION& I. FOUNDATION DESIGN IS BASED ON THE 501L INVESTIGATION REPORT BY: SHANNON 4 WILSON, INC. PROJECT NO: 21 -1 -20643 -001 DATED: MARCH 2. 2001 2. PESTENH SOIL BEAMS PRESEURE IS 2500PSF FOR SHALLOT SPREAD FOOTINGS. SHE SOq. REPORT FOR DRILLED PILES AID / OR CAISSONS 3. PRIOR TO TIE CONTRACTOR REGIE5TN6 A 0lM.P0K OPT. FOUWATi0 N NSPEGIIO14 THE SOILS DiSIMER SHALL ADWSE THE BUILDN6 OFFICIAL. IN Y1t1TN6, MAT: A TIE BLOWS PAD WAS PREPARED AGGORDiN6 TO THE SOILS RETORT. BI THE FAM)AT N EXCAVATIONS COMPLY PITH THE NON OF THE 50L5 REPORT G DIE UTILITY iRENGIES NAVE EMI PROPERLY DA4FILL97 AID COMPACTED. 4. 111E 501.5 REPORT SHALL SE PART OF THE PLANS AND SHALL BE KEPT AT AT JOB SITE AT ALL TIMES. REI FORCING STEEL: 1. ALL REINFORCING STEEL. SHALL CONFORM TO THE REGUIREMENTS OF ASTM A-615 GRADE 60. 2. CLEAR COVERAGE CF CONCRETE OVER OUTER REINFORGMS BARS SHALL BE AS FOLLOWI5: A. CONCRETE POURED DIRECTLY AGAINST EARTH, 3' CLEAR. B. STRUCTURAL SLAB, 3/4' CLEAR TOP AND BOTTOM UNLESS NOTED OTHERWISE. G. CONCRETE FORMED AGAINST EARTH OR EXPOSED TO YEATHEZ. I i/2' CL EAR (2' CLEAR FOR t6 BARS AND LARGER). D. IMEROR OEMS OEM. AHD COS L•114 I VT CLEAR TO FACE OF STIRRUP. E. FORMED CONCRETE NOT INCLUDED ABOVE, 3/4' CLEAR 3 WIRE MESH SHALL CONFORM TO ASTM A -l85, AND SMALL BE LAPPED 1 1/2' SPACES OR 12' MINIMUM. 4. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 5. REINFORCINS STEEL. SHALL BE SPLICED NTH GLASS B SPLICES UNLESS NOTED OTHERWISE ON THE DRAWINGS b• CONTRACTOR SHALL NOT PLACE ANY REINFORGiNS UNTIL APPROVED SHOP DRAWINGS ARE RECEIVED ON THE JOB ?. LOW HYDRO6E14 ELECTRODES SHAM BE USED WAVER REINFORCING STS iS WELDED. CONCRETE I. CONCRETE i0 SHALL BE DESIGNED BY A RECOSNOZED TESTIS LABORATORY AND COPIES OF TIE DE5(6te SHALL BE SENT TO THE ARCHITECT AND TIE EN61NE8t CONFRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO TIE BUIIAN6 DEPARTMENT AND TEE ARCHITECT. ALL CONCRETE EXCEPT FOUNDATION CONCRETE SHALL CONTAIN POLYMER BASED MATER REDUCING ADMIXTURE. 2. PORTLAND CEMENT SHALL CONFORM TO ASTM 0-150. TYPE i/II. A66RESATE FOR STONE CONCRETE SHALL CONFORM TO ASTM G-33. A66RE&ATE FOR L16401Ei6HT CONCRETE SHALL CONFORM ASTM G-330. 3. ALL RERFORGINS BARS, ANCHOR BOLTS` PRE RS6NS TENDONS, AND ALL OTHER CONCRETE INSERTS SHALL BE YELL SECURED M POSITION PRIOR TO PLACING CONCRETE. 4. THE MAXIMUM 5W-V SHALL NOT EXC 3' +1- 1' FOR FOOT*45 , SLABS ON EARTH, AND MASS CONCRETE, AND 4' a/- 1' FOR OTTER CONCRETE_ 5. MMN IMIM ULTIMATE COMPRSIVE STRENGTH AT 28 DAYS SHALL BE AS FOLL0115: MIMMIM 50 SACKS OF CEMENT PER CUBIC. YARD; MiAXiMJM WATER / CEMENT RATIO TO OE bA 6ALI.0N.S7 MATER / SACK OF CEMENT). A. SLABS ON EARTH, SiDEITALK CURBS ETC-1000 P5.1- E1_ FOIIDATTONS 3000 P5.1. G. SRAM BEAM (WHERE DENOTED) 3000 P.S.I. D. GROUT DRIVEN PEES 4300 PSJ. E. PILE GAPS 4500 P.5.1. b. ALL STRUCTURAL CONCRETE NS TO BE REINFORCED 1. CONTRACTOR SHALL SUBMIT SLAB CONSTRUCTION JOINT LAYOUT DRAWINGS TO THE ARCHITECT AND BN61NEER FOR REVIEW. 8. PRO -EGTN6 CORNERS OF B % GOUT -015. MALLS, ETC. SHALL BE FORT -ED MOTH A 3/4' GHANA UNLESS DETAILED OTMERYISE. MASONRY: L LN.OGIC MA5oIRY MIS SHALL EE BANGLE OR 00ELE OPEN BAD BOND BEAM MITS. SRAM 1N' GONFORMWS TO ASTM G-a90 AND AC,! -5SO / ASSCE -5 / TADS -402 LATEST EDITION. 14N14J 4 ULTIMATE STREWTH OF BLOCK SHALL BE 2 PSI. 2. 6ROUT FOR TIE BLOCK liters SHALL HAVE A MINIM COMFTIMEIVE STRENGTH OF 3000 PSI AT 26 DAYS. MORTAR SHALL HAVE A MINNMIM COMPRESSIVE STREWTH OF 25OOPSI AT 28 DAYS. 3 SSE 'REIFORGI NS STEEL' SECTION OF 613ERAL RITES FOR ASTM SPEGFIGATIONLSP OF RETAFORGMNS 5T93- 4. MOW LAP OF REOFCRCQl6 5TH£ SHM.L SE 46 BAR VW-ET RS OR A MINIMUM OF 2-O'. XCEEDINS i2 INCHES: PROVIDE ON PLAINS 7. ALL BOLTS SHALL OE 6P0 BETY'ti33N THE BOLT AND TIE MASONRY_ 8_ VERTIG, L EXPANSION JOINTS SHALL BE PROVIDED AT 20' -O'oc M/17IM11M. 4. HOT FEATHER CONSTRUCTION THE FOLLOWS NOT MATER PROCEDURES DULL OE IMPLEMENTED MEN BTHER THE FOLLOPeS CONDiTIONSS OUST: TIE AMBIENT 1D ERATURE FOOLS 100 DEGREES F. MB DB5REE5 C) OR TIE AHEAENT IDAPERARRE ESGUALS OR EXCEEDS 40 OC6ERE;ES F. 432 DE6REES C) MTH A EvEND VB.00iTer 6REATER THAN Emph fib MVO. 0) MORTAR SHALL NOT SE SPREAD MORE THAN 4 FEET (I2t4 ram) MEAD OF MASONRY UIST+S 121 MASONRY* UNITS SHALL BE LAD LEMUR I MU AFTER MORTAR PLAC@$R_ 10. CONTRVOUS 04SPCGT10N OF WORK 0NVIOLVIIt6 MASONRY IS IOC REPORT NULMERS MLR X -DELL• 942T PINS HLTI MT HYr -MO WPM' ADiegi E HIM IMF Dr. M4:44 2R5 SRPSSHONH SET EFOXf ADIESS.oIVE SHMP5011 tr EFOXY ADIES -VE CB4G0 1ETDIL STUDS RA16ET 't7a1BOLT` U . Ai ONORs SIMPSSOI4 'TITAN 147 COVERT ADiESIVE 5 I 1 REVIEWED FO! CODE CT•'PLIs~;1 City Of H :. :Pa BUILDIII iu IO iv! 5 il,;j I I structural engineers 23682 birtcher drive lake forest ca. 92630 (949) 770 - 9967 tel (949) 770 - 9542 fax TIC °ROOFINGS. SPEIWEAUONS AND OTHER ooaJ NTS PREPARED BY THE ARCHITECT FOR TIS PROEM ME NSIRIRIplS OF TIC AvnnECrs SERVICE FOR USE SOLELY HRH RESPECT TO THIS PROJECT TWO mess OTHERWISE PROVIDED, DE mainta swot nE OEDED THE AUTHOR Cr THESE DOCUMENTS AND SHALL REI M ALL C S ON LAIN. STATUTORY AND OTHER RESERVED ROTES. NCUIONG ne comma THE ARE HREOTS OWHIIIIHCS. SPECIFICATIONS OR ODER commons STIJL NOT BE USED BY DE PRIER OR MIDIS OM OTER PROJECTS. FOR AMMONS TO THIS PROJECT OR FOR COMPLETION Or DRS PROJECT 1N OTHERS EXCEPT BY AGREEMENT M URGING 8Y ne ARCHITECT. q h SIFT Iii 6ENERAL NOTES and SGHEDuLIr5 MAIN Eiv OVOID Sr SOME V4'sr •Or JOe NM OTOrl SHEET *AIBER S I r 1 I NEW RESTAURANT CONSTRUCTION SUM U3451M • PROVIDE 6ALV. 5U FOR ALL CONDUITS I• =r-0' 122 411 1 ..- „-rte 1= I -r _� i=1 f - TYP. SERVICE YARD WALL NORM. NOR. • 32'o& •4 M.S. • Iboa mete SLAB OCCURS GONG. PAVRI& PER ARCHL MERE OCCURS •4 TRAM SV. • 24•oa — — — + ( 05 GONE. T 4 B 4•0 MAX. 6ALV. 'sI E Nair. OR HOR1Z) W 05 VERT. A. S+ DE OF 099• 45 17 1 HOOD ROD SUPPORT 8• GONG. BLOCK 1T/ 05 VERT. • 16 SOLID GROUT ALL 6915 15 NORM • 48•oc DOVES TO MATCH W 4 LAP VERT. PEW. (ALT. BEND) •4 VMS • 16•OG Y4 SLAB OCCURS I• =r-o• t 4' N+ GONG STARS T� 03 • Tboc I/2” 0 ALL - THREAD T1/ VOL. NITS • TAB TYP. • 8' -O'oc MAX. ATTACH TO HOOD PER HOOD MANJF. + REDO VAT)ONS -TYP, T - TOP BARS 0 - BOHr� BARS COMEGTION 6T' HOOD MAN1F. METAL 5711175 PER PLAN TYP. BASE PLATE AB LAYOUT V2'O M.L Tiff. PER CLASS T LAP SPLICE LENGTHS (inches) BAR 512E f i = 3D00 f i = 4000 r = 5.000 T 16 16 16 B 12 12 12 T 22 22 22 B 16 16 16 T 21 21 21 15 B 20 20 20 T 35 33 33 B 25 24 24 T 46 41 38 34 30 21 T 63 5S 1 44 B 34 35 T eo 6 62 19 B 51 44 44 T 101 e9 11 B 12 63 56 T - 124 106 qb B 84 11 6q \NO EX4AVATlON DELONI INS UM. DOUBLE CURTAIN SINGLE CURTAIN TYP. STEPPED FOOTING ,•_,• -O " LENGTH OF FIENDS SHALL BE LAMER OOFWCR� TL OFFSETS AND SPLICES 40• MID IOW IOW B pi Di TYPICAL STIRRUPS AND TIES ma' eeiv TYPICAL HOOKS AND BENDS METAL 51UD5. VA* NON -EV6. MALL Hue 0.145'• x-DM SHOT DRNER PINS • 37o4 re/ EN 1 V4• NIL 4 4 VV. x 146A. DISCS-TM U11.0. - 111 = 111111 l I I li 111 1 111= 11— - "M III — I I I 1 I—I STIRRUP i TiES D, = 4d FOR 03 THRU 05 DM • 6d FOR 06 NNW 08 1/2 x 12' 5M00TH DONE_ • 32 oa-6REASE O END REVIF tiVED F ^R CODE COMPLIANCE 1 9PP ROVEfs i 1 1 CONTRACTOR SHALL LOCATE JOINTS AWNS LR COMM ES MEICVER POSSIBLE. 1 I•s1•-O' I• =r-O• 1 2 i t Y f T;llovila ) N1 BOLT D W V2' O 4 w • 4. 3f4• • S . 7117• • b. 1 i r OEiON D Sr RS SOLE War-Or AO NM 07017 Efilffi • • • • 1 S H M A J I L A S C O L A structural engineers 23682 birtcher drive lake forest ca. 92630 (949) 770 - 9967 tel (949) 770 - 9542 fax I F_ii.: : ; • - - THE DRUMMS. SPECIFIC IONS NO OnER DOCUMENTS PREPANEO BY TIE ARDIIECT FOR TM PROJECT ARE NSTIMIDi{S OF lie mantas SON= FOR USE SOLELY NON RESPECT 10 MS PROJECT NO UNLESS OTFERMSE PROYUEOr, TIC MUM SNNL BE OM7TE0 TIE AMOR OF /NESE DOCUMENTS NO SHALL RETAIN ALL CO NON VA STATUTORY NO OTTER RESERVED IEQfS. &CUEING DE COPYROB_ TIC ARCHTECrS exuamS. SPECi1GnONS OR OVER DOCUMENTS STua NOT BE USED BY THE OrNMER OR OTTERS ON on PROJECTS. FOR POOMO S TO TATS PROJECT OR FOR COI.LM:TIO• Of MS PROJECT BY Ofl RS EXCEPT BY ACREETMEM MN WONO BY THE ARCHITECT. - 0 PROGRESS PRINT 2 -23.07 • PLAN IWO( - D 0) SET O CONSTRUCTION 5 A 4 0 1 \ FOUIVATIGH P91MT CCRRECTIG6 7/10/407 ,t CORECTIONS A A A A A A A SHEET WILE OF w Z TYPICAL P T14LS orb 8r 9ETT MAGE Jo � Q � tr ai W Y 1-5 W 0 I I— D 0 r1) 0 J� W m � W U ) S1.1 1 • • • p M. • .• • — • - - -••■-- ••••■• . II Ii I I II U n 4 WW1 INNS as alb • w ••- '-.•• . r .... . .-- - • -.-..— r ._.__ ., ••••• _ -- • -.. -a .- - -maim • error •— — 14'-6 fi •• ,../ ' A/Ai.i•∎• ZIP -O.. ■4 • Ib'o• CONT. TYP. UNO arm e�.•��-�r���r� FOR FOUNDATION PLAN • SERVICE YARD AREA SEE I2/66 I6'-6 9/b" 14'-4 9/6' 21'4 9/4" I4'-5 1/4' 0 NONNI -- a r■■• - ■•• • Mww.. w_ a "; i Pi hal 0: a IP: !WIN! gi 1 rri 1:3 ' I .... 1 . ' 1 I `• ... .) 1 • '...1' l 4' -0' �.1 (il• NEW RESTAURANT CONSTRUCTION WESTFIELD SOUTHCENTER MALL 230 Strander Blvd. Tukwila, Wa 98188 I 2 1121 psiAl 12 I 85 11/ R 81 41 1 1PI R Mellett ran w N 4C oaEr 1 1 co N)"4c j XS Om co a Cn 0 O I a _ — — 7 1 4'-0' M. IMO 1 a • iF C .-- _..._— ..— •,— _ -..w. •••..— .—••••• - •=1.....I■• .»--.w• AIM. -_- • w.•■ • .__w.. • _— .- -_MYr_ —.w.._ ••■■• • ••■•• • —..w • •••■ • _..w. w ••■ . •■•••• . - --- •---- -■i•.••■_ .!ION kJ' t !, ) / to It. �(1 'tA • ti. 1 IS ;11 kJ: A, t . t' to r r -4 - 4af•ar•iu -.rr�. • 9. S61= "71=7 Imaa N o? 10 EM WW1 ME c alim 1 I I I .' • et;hvil 5 1 4 1 Ogli 11 10 4P a� ' J i .''•) 0 ti r rn • -, 1. 1 1; I l w 6x10 W 6x10 5'-01/2' W 6xIO w- wwM I . / / l 8 W 1641 w _ Lt*; ,Jg .. • . .. r ....- s - -a 11 ' . . ...•.. • 111 \ I I �%- I.. I \ a l �_ —J tai I 1 ��/ I I I I I. .1 'l' q I I • 1 L W 8x10 11 .x•1 '.1->N .1 . I I! "I II >m '1 '1 /V — — — ■e■ w... = .......,..u.,,., -- Q- e %ecake'Fctog NEW RESTAURANT CONSTRUCTION WESTFIELD SOUTHCENTER MALL 230 Strander Blvd. Tukwila, Wa 98188 r lg l W 24x62 Cinlvn I mow mime I I I I — ..._ -0 - W 24•78 G■I' / , .el1 L r� >C � `4I T r ; IR1 1 11 >. 'I 'I FOR ROOF PRAMIN6 PLAN • SERVICE YARD AR SEC 12/66 - " EA II LJI j r-*7 III -11 1 1 i 1 . �� C �. I 1 W 6xI0 I' fj \I 1 -/__- \ 4 T 07 4_ , 641444 ; ' I r 1 l I I I • 0. I I I ` . r ' • .. • • . � � 'I I r`/ I I I 1 1 ( - .r__J . I /4 I I I ' /�\ �� // 11 -£3 —k1;74:1;/-6 II: 111 • • J I 1 1 I I ! , x 1 I I I>; '� I I I L _ ___ -• r I .W 24x6? f_ »__ 1 I I 1 r. X 0 i OM MI•IIM L_ PRAM! r te . y rd p r , • • II Ir 71 ,1 11. 1 III 'I •< I I. ;II : (r_y . 1 11 —a� ...�, —� 3 W 6xIO L �J _ _ '4 :z•/ — ti p a ' — ' — JL :11 1 1 ' r -0,-. — - TI .1_ — 1 III '- y •III 1 i I 1 ::: =a=JJ i WP, MO . -r • - - - r1 1 I X 1 x' DDDDDDDDDC. W 6410 1 - ----- - -' - -- ft MOO 1 1 3 21 MO I :1 !iI 3 �RRiiiSI —r -- M.D. -I - jai I 1 X I I I I I L _ J W 24x62 n • 4� wr— i ... -- — •-- -412/414.44/.447_ — 4x6:. -FRANC W I4x T- o•P. W6xIO • fj .___— ^[IL_ -_— r /` / '�` I I I 1 1 I \`�/ `.- I .... "^" • MIIMM LL_ JL —I J J b cocesco ggg ko TV e P4 bx10 0 tff 0 • do • • • I p • 0101414 MTH 60'4O' NAP, NOM NI 4 N IM4. OWN TO OQ 0O'TGRMI14I0 rte SOIL L'NOIN!'!R C. : I (P eSeCalike lli F eltiC V I NEW RESTAURANT CONSTRUCTION I WESTFIELD SOUTHCENTER MALL 230 Strander Blvd, Tukwila, Wa 98188 DDDD a a N • 0 i O hl lehm ;14 � oo NC S QS3 C i• CD TS B 2 , t% co X @• a 0) n O Ir a • • • • • • g gr I : 1 ; gg 1 Mit IT VARIES SEE ARCM.. e ksecakeTactoty NEW RESTAURANT CONSTRUCTION 1 WESTFIELD SOUTHCENTER MALL 230 Strander Blvd. Tukwila, Wa 98188 1 N iG G i G R � G G. >II • ,1 >. ,. I. � ; w6xl�wa�� a 0 1 �I °I gI 4 MAX. 4''0' 4'-O' 4' -0 " 4'-O" 4'-0' MAX. MAX. I MAX. MAX. 3 • 1 1;;FP1 211 1;- 61 ;1: 1 1 • _. —_ —_— - -- 0111\ Ir, /I 1 1• 1 111 `� rA p ' \ � i 111 I 1 ri , 1 1 j`N. 111 . ;, 114 1 \ ` 1E �1 1 , I , 1 „., .,. , ,.`__ , 1 c Mil 1 I L _ . -.I 1 I A r fi ^^ Nst R W cocoa ooS Qa? s` a corn 4.� NVCD ! X m m Co +fi W 8x10 • a O r — 1 W 8x10 , u , 8x10 ■■••• 4 4 4 ; 4 4 4 li ti NI • • • • • • g gr I : 1 ; gg 1 Mit IT VARIES SEE ARCM.. e ksecakeTactoty NEW RESTAURANT CONSTRUCTION 1 WESTFIELD SOUTHCENTER MALL 230 Strander Blvd. Tukwila, Wa 98188 1 N iG G i G R � G G. >II • ,1 >. ,. I. � ; w6xl�wa�� a 0 1 �I °I gI 4 MAX. 4''0' 4'-O' 4' -0 " 4'-O" 4'-0' MAX. MAX. I MAX. MAX. 3 • 1 1;;FP1 211 1;- 61 ;1: 1 1 • _. —_ —_— - -- 0111\ Ir, /I 1 1• 1 111 `� rA p ' \ � i 111 I 1 ri , 1 1 j`N. 111 . ;, 114 1 \ ` 1E �1 1 , I , 1 „., .,. , ,.`__ , 1 c Mil 1 I L _ . -.I 1 I A r fi ^^ Nst R W cocoa ooS Qa? s` a corn 4.� NVCD ! X m m Co +fi W 8x10 • a O r — 1 W 8x10 , u , 8x10 ■■••• I I '4•-0' I 10I-0 6 I 8.-°- i 6*-0 I 4'-O' I H MAXI (2) '562 X0516' 1 (2) '362 X6516' I (2) 362 6620' I (2) '962 6520" I (2) 962 &520' I '362 G520' I '250 G520' I 1 I r • • • • nri I I/2° TYP. pn 1 N a ;'; el& I 1 11 Ilix g t 5 IL if 011 1 :41 2 r. ••• rr ••••r.•• ra ii t •• r. •• •.1 ••r CD r— • R; ; isg 1 j -- 4 a ffi 11 N ' Y MIN, „P. c, g giecakeTkitog I NEW RESTAURANT CONSTRUCTION CO WESTFIELD SOUTHCENTER MALL 230 Strander Blvd. Tukwila, Wa 98188 4D a luipprix T 04 gg!iletil; { j serve woogg OOy D •A) son 41.0 N.,•40 Nam Fan > ;4 0 a 1 I; • 41♦ • I • Q� II _ •••••• ••• _w. • yr, • A. ••_•••_••IN.+.n_••■•■•r —. . •- - -•_•■ ••••••••••■•••••••••• r • q It i DOLT: CL '000 =14' .I4M0 r 1 1 ' • • 1� 'I • • • • 001. t.D4G0 1600*614' OIL. C0 )f 4 44140 0 ; . • • I • 001:• dOMGo '600 )11,414' 44601M10 :•1 ••I • .. ....• ..1. •.......•...1•x• ••- ....w_• •••,•..•• •w. • - • • I t :; • . . .• , . .. • _ -. - • • ^r �•� .. . l : DOL. a 1r1GO SOO X 461* .1,4411 . MVO r.. : « 1 • 1 1 Y 1 1 • , • ••• .• - F_•_•• „ 11 ■ • 11 I 11 II ■ I 11 1 • It II 11 • •I 11 • 11 II ■ I' 11 1 • •I 11 1 11 11 1 I • ;• 11 I I 11 1 • 1• 1• ■ II 11 1 • II 11 1 ■ ; 11 1 • • 11 • 1.14 11 1 It • N 11 1 11 11 1 11 11 1 11 I MI MVO *00 , I4' .IM1d ti11110 11 ; : 11 " • ; : • , ..r.•••• .•••• 41 • • I • V ,, ; N ' • • 1 :. .1 • • • 1 1 N • 1 I1 . • 1 I • ' • 1 , I • I, i 1 I • I I 1 ♦ - 4mutRRxlrr; mrrarVRmutttrutturrralrmmurrRtmualrRmmm 1 1 cargo Ws0 .W�'ss1Ub::'•�ii, 1••• 1 rI , T„• w ..• n... .•ww4 •• • Y. • , ` 1 •I • • 1 4 • •••• : / 1 ` / • 1 r • • 040 '000 X401 1 1 1 CeNGo 0 x014' .1...4 .41•••••.• ,•• • .•.••. ••r•••• r i • .• y ... ' �11 1 000 X.CfOlf Atli nauamniu►cwmaoaaan tNtNt[1Rt{ttttt :.. 3 ^ r_ - DOLE 'GCMGOr160O WA:44' 44.6 S1UD'• •• .' "1■•• • !r•-- v...•.; ...iww.:.ww.. 1: • : ! •• 1• . -� 14. ... • : ; •• •,1 f I Il 1 • . +11xw4� C ••••••••• tI , ♦ • 1 r 1 • I G0 )41M, - k .$ • • , • • %• y ....DIL/ dl&GO '000 X 1114, .OTUR : ..p..A , . \1, ....... • -.• ... 1•• r •- . "' 1 .. .• ..:3. - • 1 DOLT WOO '600700014' J410' ;r • 1--.4 • • ... , . • ....DOL1 71/0 $ s 0: es r .seg •• - r--•, •1 . 1, . • I ! •� ii • 1 / • • 1 h : : : : •4 w •• .0 ••••,• • • r ••4• •- •..•.y...• • I wrgd'rie� • 1 1 I 1 N •, ♦ I �• • • •4 .44'..••. %.•.J 11 •. � ! II • •• II • g •. _., .. .. .11 �._..,,••._...r,y. ' i i • 1•IY"•.'11• • 1 1 I ; 1 • • •••••111•1 w4w1u•4uw4r•r ; • • .� • • : I r 1 a 1 a • 1 : 11 • 1 • • 1 1 l'• � • • 1 • ' .1 DOL. GCMGO • Awxw•NM• ••.••w'..: 1 • • 1 I I 00140100 1 , 0014''.t4>~.'If1VO•;" •,1w • • 11 • fi IN•I•pxw 1 1 1 1 • • • /• 1 I , ! i I L ! MGE 000 r • 1 , •, •' itNi!•( mJm1 RNRl/ mllf lRgtft WllNfl7tll71f1N(/1!llmRRlRI+!' 1 1 # I .1 • II 1I .. 1 y ;1 a 1 II • I' , • G0�6004§ 4:.JMO 51W .. - r $ +; ,1 'I 4 1:s r ii •• • gi 1 Z. I "" $ 1 / ?1M,n i , 1 ;1 II 1 I •' J I , 1 I l r '; 1 11 S I; I' ii 11 4 s V 11 J 11 / 1, J•, II4IWll l4 11 1, $ •1 1 ;1 r : ': .; ;. •. i 1 . •• r 1 I , r r 1 u 14 1 t ' I I , , ; ': ', :l II ./ 1 ,• i� ;� I ,�: I S I i N h ‘..44T:;4 �I i 1• /y 11s 1i Q4►•1 1 1 / 4 y • ttyy 1 r I f' Z.o1 I ,,, ,�.,,� . ((; y I ; ttM�11 4 • 1. I 1 Iii 1 S••, r 1' 1 '1 I• r•% • I• !:: l; 1 proel Iw ' ' `' I • 1 •1 ; I : 1.'1' 1 11 1 • , rllM1II4 4 1• 1' 1 Oj # I, 11 •, •1 1 . ::,,,..t._.:::,.. • r AC i ( � 4 ; 1 acnul. •` ,I . t1 i Pi! j ,:1:1; �•Q '1 11.11 114 1 • I, r 11 I • 1' $ 11 1 ‘ '1 1 I • �!•• r / 4 q ) 1 1111 S 1 1 1 4 it, • • 1 1 II 1 1 1 11 •1 I I 11 1 1 1 1 • • 1 • • t•• P , _.. •,.. _ ..., ,...., . , . ,. ....., . • •..,.. . _.., .....,. ' w... •..............��. I •1 • 1 •' 1.1 1 • I • • 14 14 I 1111 I III I I'll 141 IW 14• eg 3 4. 1111 ! i 111 ! • 4.r •' ., •111 11 ! 1 1 11 11 1 1 , 1 ■4: ;L7 I, 1 C asecakeTactoty t NEW RESTAURANT CONSTRUCTION WESTFIELD SOUTHCENTER MALL 230 Strander Blvd. Tukwila, Wa 98188 W u Ew„ r" 0„ 4 • • 4 1 1 1 1 1 • 11 • Fri" • • In • DOL. COCO '600 Xed9I4 JAM MP DM. COCO '000. Mak r 4* . . . . . .. . . al i . . _ ... . _ : v, ... a . . : 7. . :. ; 1 1 . : _ _ _ 1 1 7 . . . . . :. . : 4 i. . . — . . 2 i ;ill, i:;: .. . 4 .. : : ..s .4 ,. 1 I . 1...1 :: : 4:::.04::.. 1 ......tAAmoode-rosia ••••••••11 .1.•••••••*= i . OM, GEMGD V.00 XOSIAII JAM VW • • • 1 .. 0 ,,. I 1, 1 i 1 iii =L demo • I woo° 4..„..1 Xe0;;.boe - _ u_...:_.1. --A-v-'1 , y , • • ' .-: I • I II -71 • • Ia It • • .1, re. awalwoolt • • OBL. WA '000, X05161 4 • P 0 1 • • I 15 ol o l SI '11 • • • • • I • • • lo • 11 4 .11 11 0 Is • 1. • II lo Is • to ol is lo le • • [ h tala 4. • • • • • • • 1 1%- hso • • • • • • • • • • rT $:g t I 1 4. • • • 4' • • p • 1■1•... II it 1 5 GI. • ___ 1: .4=t pE. ii 24" MIN. _z 7:7;7:7r,si - - --- 1 - WAY- I -Irr KO 1 1 W 1442 14 14423 eit!ai06,0sMA1.1 \7— :::1 7\ 1442 \ 1442 I I I I I I I m r -WMR — WNW MINIM � s 1 " W� Orr •_111•1 . — 11.1w . — WORN ■■■• . — ti • O ga II 1442 nee 617 e YsecakeTactog I RESTAURANT CONSTRUCTION WESTFIELD SOUTHCENTER MALL 230 Strander Blvd. Tukwila, Wa 98188 u 7 �f oti " ■•■••441 iflA 11 II I N 11 �MIN, MCI 52. ' d ' !Ohl ■ Id • . a� a� •5vr� ��.t._ I$S ii$;a A3 n • 7 4 I i! Pt 1442 . r,_ — -- W 1442 lj 9 - 11111 b ■Z■ tp .4 7 1 L. „it • 11 ■N ►4 114401. MIN. .7 MI , ('`I I/2" ri'!. TYR. •••4-0 ••••••• DDDDDDDD�D oi ;1 q • 0 N • o pp $1g I T 1 1 11 ; 1 1 1 14 IR2 1R2110/15; MIN 1 X1 "1;1 1 moff Ocom g 4""C‘ 0 compam 40) -+0 IV V CO 5 ha! O ✓ ; I; a L F K 24x st SHEAR PLATT 0 1 gi i i , s NO OF 7/b 131566 BOLTS flux TBN51ONcD a ' iiii • • 4' • • p • 1■1•... II it 1 5 GI. • ___ 1: .4=t pE. ii 24" MIN. _z 7:7;7:7r,si - - --- 1 - WAY- I -Irr KO 1 1 W 1442 14 14423 eit!ai06,0sMA1.1 \7— :::1 7\ 1442 \ 1442 I I I I I I I m r -WMR — WNW MINIM � s 1 " W� Orr •_111•1 . — 11.1w . — WORN ■■■• . — ti • O ga II 1442 nee 617 e YsecakeTactog I RESTAURANT CONSTRUCTION WESTFIELD SOUTHCENTER MALL 230 Strander Blvd. Tukwila, Wa 98188 u 7 �f oti " ■•■••441 iflA 11 II I N 11 �MIN, MCI 52. ' d ' !Ohl ■ Id • . a� a� •5vr� ��.t._ I$S ii$;a A3 n • 7 4 I i! Pt 1442 . r,_ — -- W 1442 lj 9 - 11111 b ■Z■ tp .4 7 1 L. „it • 11 ■N ►4 114401. MIN. .7 MI , ('`I I/2" ri'!. TYR. •••4-0 ••••••• DDDDDDDD�D oi ;1 q • 0 N • o pp $1g I T 1 1 11 ; 1 1 1 14 IR2 1R2110/15; MIN 1 X1 "1;1 1 moff Ocom g 4""C‘ 0 compam 40) -+0 IV V CO 5 ha! O ✓ ; I; a L • • I e • • S • • , • • N .\.. \ \\ rfr 1 - 11 '; L �I�.! • � ..� • 1 • 0 CO0 044 000 000 ;I •l [•1 k GILaC ` -- 1s1 IL: lii: lS11 I is '' • I•I ''rl I1: 1 tir�t I IM I n l 11 11 ■I1 emir sal 0 0 0 000 0 4 0 0 44 x000 . _ , _ _ _ _ ;let] krvisberarmy sr • g grim 1 010= " nil RI p ~p *� ',•it!r+4r�. ^ ^ .:+rrw7wSr "'• P'IMJOrNnh r-. a. .•.,,, t... . ` r.r. ,..vaa rte.: ,. � _. • I lwe t►•.. 1 I II Larr. ' ,.,I I I la t . I I I 1 ,. I , I 1 I l i I i t i1 I l I . 1 I: • \\\\\\\ \\\\ C \\ •\\\ \ \\\\\\\ \ il•Am'■ ■a • :•• "y= ,f „ 1 • : I , . . 1 . . :1 ...•.•.... I ....1 :;,._._ I j . 1-,-:- t..... _ -.� ; ^t......., ....... r_,, . I I I • I i �..... I i i I' I I i t l i I•• I u1 I I ,. '= •I 1w f�• w1 i I I. N /. •., I ' 1 1 .:• r . ,. I I I ... .1 I ! I : I� I -`� ,.. I l.. I I 7 I I I I . I! I 1 . I. I I r i ! I I I' : 1 I I I T' w . I -1 r . .. 1 1 1 r '1 II , 1I I ' 1 . I ' II r I I i 1 I. ' ' I 1 I', I ..,1 1 I II I i I ! i t 1 I! I I : I , y I 1.. . , i I , Ic • i , I •1 ..1 I I ,. •: : I ! 1 i ! ; ;:.. i i I;: I Ill! 1 i '' i I I i 1 ; IN 1 I ' I 1 1 , I . � ' ' I .....1..1.,.. I) I . . I . 1 I 1 ..__,.I _. ....Al, 1 1 I i _ _ I 1 1! JI I .. . Jig • 'I; 1 II ol I I is 1 lip I (p !!r Iu i - y : ' ; ,� � :# 1p . �ja1.I..'J1:1i )� • �• r�'.I� �� I, i / P Is I- g , % �•=� o . �. ^•rl... � _J.... � i ..{• • ' jj i Ii) 5 ' \ ' 1 �� s r < - - I • .i It l lr .rJ :..1 j I ; Iw.7r '•I; H� `3 y _ L - !�._ i' 1 I 7 1 • 2 :1, t• , 1RIryWrrlPlgmoti•2100990Tukwil• • WA1NUOt•n1Iu1M114•tl•11,d•p, ,(.1.1. ?!2212007 9 :19:49 PM, dam g AecakeTactory: NEW RESTAURANT CONSTRUCTION' 'N WESTFIELD SOUTH CENTER � 205 Strander Blvd. M AL L 1 1� . Tukwila, WA 98188 r , rjj - / Q yr' 0 = n rn o M o in s 0 0 0 w s 0 oa I y 1 1 5 2 >sc 4 r .�' ii� �• p y w a HIB a r ! w I $ !fl y s �• $2 210.. x 4 2 ;° ., Fy z,,,....* �x E a sp v 16 rji',�aIg i¢.�9;Z % 4: x p :1"; 1 } q ! q �g s ' � ' ° • ![.,p f��'!i9 ¢,. C 31 1 7 p w +t \' Q7�p �•�.0 M..�••.� 9..( i ,„1 04 i CQ ° 119. i. ,1.4,, '• •SA• W !se: -ii.C•24.1 .! w 9•00., • wWwl 6 .,,g "ID 1:1 sap z HOT WATER NOTE 0 2 3 4 6 9 13 16 17 18 IR 20 21 22 23 24 2q 31 32 _1 38. g i A. IM OD sulf r OF noir WATER TENIPOKRIE TO NE 11 CEl POOR WNERA9IEn ElASONTADER, 00081ER WATIR AND POTIfASIEZ el PAIONI DO OEM ear NEATER TR1BE IOICA1Eft WALK -M FREEZER' LOT KEG NUMBER NOT USED BLOIFtER COIL FOR ITEM I - FREEZER PIUM.BER NOT USED B EER COOLER 0 KEG tlli'�CBER NOT USED BLOWER COL FOR ITEM 4 - BEER COOLER BEER PONER PAK ABOVE BEER COOLER AIR ELMER /AIR GOMFRESSOR ABOVE BEER COOLER BULLETIN BOARD OFFICE MIRROR MOUNTED • DOOR PERCHANDEE 9fl-V215 • BAKERY STORA6E BUS ZAPPERS • DELIVERY DRY 6000 STO.RA6E. ANR2 DISHAASFW6 AREA B ULK CO2 TANK • MECHANICAL EQUIPMENT BA6 -ITN -Box RACK / GAQBONATOR 0 SODA ROOM S EWING - • TAL MASTER / GN- RO A WALK -IN FREEZER - METAL MASTER B. BEER COOLER - GAHE'RO G. LlOJOR STORA6E - G.A..vER0 stew** - cmeito LOT A PAPER STORA6E SFELVINS 13. LINEN AND MERCHANDISE s €.V ,* G. KITCHEN MANA6ER3 DESK AT DRY STORAGE D. PRODUCE COOLER SFELINILS DMNIA6E RACK E. NOT USED F. DRY STORAGE 9ELVLVs/DUNril6E RACK 6. RAPID COOLER 9RVING H. CHLIA SUPPLY SHELV816 1 KITCHEN HALLHKAYS SHELVINS K. 10SCELLA)E0U5 SFELVINSa L. SODA SFRVINS M KITCHEN FREEZER 9ELVINS AIR CURTA2I - 42' HEATED -TYPE - MARS E42CH GRIP BOARD; HOLDER YORK TABLE NTH OVERSFEL.F COAT CLOSET FILE GAS1NET5 OFFICE CHALQ5 COPIER MA I R1E ! 1 1 EPPLOYa LOCKERS -I2!'xE' I 'LOT SAFE NFZER NOT USED Nut' ADT USED AMER NOT US8 LASER FRINTD2 • BODKl:EIEPERS OFFICE PRIORI ce comm. ELOPER COL FOR 111 30 - PROWJGE COOLER POTATO DRAKE R MEAT RDMRr COD>. BZ+ PART OF ITT 30 34 BLOWIER cot FOR TTD4 :3 - MEEAT/CARY COMER 33 PEAT GARY COOLER PART CP ITEMS 30 _ 34 I ELOPER COL FOR 1T M 33 - PEAT/WAY COOLER UT ?6t TOOL BOX RA MO COOLS& 34 _ I 1 -! ▪ I 4e 5 FLEUR 1 FFOOD I 4 2 PROCESSOR ELOPER COL FOR ITEM 36_ RAPO COOLER FiAL.Ti0N 'DER FRINGE CASTLE - TAO- 112 _ 43 I ett3PARATia sax 2-CCIPARTIRMT 574K -i-. AID OVER506.IrcS £ FO: ANC; c snt DiMJCT MAPi to• T1E !•3 i t SALAD KA:.ET VI ALE EXTOL EQUP ENT UST DESCRIPTION I f 2 LOr LOT LOT LOT 1 1 1 1 1 a 1 KEG Olet GAN KEG I KEG 1 1 KEGG 4 z e $ KEG OSV KEG r t • 1 i 1 1C; E I I WATER s Ok fi siu i GBIERAL CONTRACTOR NOTE J k al 4 0 WASTE I GAS I r IA IA GOCRAC70R59 2LL P: OVOF. ALL �L tok5. TYE LABOR 0/0 Et'AIP "ENT *MUM' TO FRtL,9T £ O WALL ALL geGISRE`4ZT5 IOGVE ATE i'F•.Fo 9.00: Poole FvEmalo WOO P. A.L. K -' E5 SLEETS. ALSO 1F.R :O ALL XRDATECARIL @D Dr..- . S FOR AG?.A. 6 - RC OE4 ► ET -01i$a AND FOR AOO TOO IM01.12 E \ � ?5 / � . ALL VCRC ,an CO> 6 �O 1WOi YE:.C5 MST T AO ERE TO �'r A*D ALL APPLICABLE CODES ATO 600... S T Mt 14[HK• J105OICG CN CF PROW cor-Ariat PLUMBING REQUIREMENTS r N di r P EA I' N 41 0 I r E I I : I f 1n I J LA TO F.S. PCXCATTP I I I t I I s ■ - i Il -- I I Irr E 60 I Il( i 1.U12 1 r I t `` • I 4 I )h i r . 1 i IA TO FS. 012CA� I I 0 e 1 IA TO FS. INDICATED INTO FS. INDICATED PU 4191/116 REMARKS IA TO FS INDICATED, PROVIDE BACKFLOYI !20/1 FREVDITOR FILTERED GOLD *wiz REOURED IA TO FS_ NDIGATEJ7 lA TO FS. I% !CATS In TO F5 INDICATED 1 134 TO F.S. 121CA cD f Rr E O • DELO S as • CE1.16 CPI • � Ct$G Fa team 1 • I CON - COOEGTOI ag • DTECT EASE 27ACL>: • FOIEQFt - row EQUIPMENT REQUIREMENT & UTILITIES SCHEDULE 120/1 208/1 120/1 120/1 208A 120/1 120/1 120/1 480/3 120/1 120/1 120/1 12•11 I 120,1 120A 120/1 22613 I 4.0 A - Got EA 6.7A- 111REA ELECTRICAL REQUIREMENTS 40 AM 20 AW5 2.1 MOx SEE REMARKS 8.3 AW' 5D MPS EACH (2) 80 ASPS 60 A'l'S EACH 110 A' 80 A.‘+PS 42 AMP'' 100 A' S 60 A'f.°5 50 MPS 63 AMPS 100 AmP5 42 AMPS 100 AWS 42 ASPS 40 A'45 72 A '5 EA 10 AP SD ASPS 56A'PS 80A' S Nat. EEC • VC. • £ • EX ER • E)G4 - 1: - FC • ELECTRICAL REMARKS FOR FLOLRESGENT LIGHTS INUERCOII GT TO RURI614. RACK. SEE SKEET K -7 SERIES FOR ELECT. REOUIRt61T. FOR FLOURESCENT LIGHTS SEE SHEET K -7 5E18E5 FOR ADDITIONAL WM:MAHON 3/4 1FM . 3OO AN DEDICATED CIRCUIT V4 WFM DR MALL MOUNTED RECEPTACLE DR MALL HOMED RECEPTACLE (2) DR DED. CIRCUIT 4 N DR DIRTY P01 PROVIDE (2) PHOE L1IE5 4 N COW GABLE V2 11414 NO CONTROL PAS. REOJ1RED WALL MOUNTED RE CETACLE oft You "wow R TABLE CONNECT CONTACT LEAD COL TO ALARM SYSTEM FOR FLaRESCENT LIONS 5� 5FEET K-7 SEMIS FOR A19R7 nam OFO.Q'AATION FOR FLORESCENT VENTS I SEE 9€E1 K-7 SERR''S FOR ADDITIONAL Dr- 016 I FOR FLGLRESCOO 1.61fT5 $ %MT K? ST3RRH:5 FOR ADDITIONAL QFO VIATION FOR FLORESCENT LENTS SEE SHEET K -7 WM5 FOR ADDRTi?IAL II4FO.Z ATIOP4 I DR 5-61 R16 FUTEIM MOIATED FECDTIALLE 1 HPA DR. MALL M1Ol TEE RECEPTACLE IWS/2 HPA 1411.L KO>Ai3t RECEPrAGIf 120d1 EACH MALL warm R£LFP ALLE I f 120/4 3; APES R I I MALL YO RECEPTACLE ELECTINC& COL RX.TOR ( CH. MECTRO4. P � E R C T DC T �LOCA•e. E -1194! DC-91$6 6Y MDR FA142 N~H5T RC RE COIEEGrOI FD P�Q FRT PPT F3 GC CPU GT • • • - • 47 52 57 62 87 45 .100 FLOOR GRAZE O FREP AREA FOOD GUTTER PREPARATION TABLE NTH OVERSHELVES SLICER SWEET PAN RACK - 18' x26' Cep RENT STAND COUNTER TOP OPEN 81641132 (6) • 36' RICE COOKER FRE -RINSE AT PREP SIHR DORELE CONVECTION OVEN MALL HOMED SPRAY FAUCET • PREP AREA FOR ems* PAN UTENSIL TOOL BOX 0 PREP KRGEN BRMS•HS PM - 40 6AL 14TH DECK MOUNTED FILLER FAUCET STARLESS STEEL MALL FLASHN6 • PREP HOOD 1 EXPAL15T HOOD AT PREP COOKMb MIXER BOIL CART ELAND YIOQKTABLE NTH OVERS� VE5 CM OPEIFR BERMOX1 R MIXER - 40 OE FOOD TIMER CLOCK • ITEM 63 (1T SIR7/21 ON FLAN) 046REDIE NT BINS SPICE SELF • PREP H000 EXHAUST SYSTEM FOR FRB' COOK815 HOOD MAKE-UP AR SYSTEM FOR • REP COOKING HOOD I FLRE PROTECTION SYSTEM FOR ITEM 61 282 FLOOR MATS • BAR HAND WIK • PREP AREA ELT:TI7ER • PREP AREA 6104 wove a4 PLAN) FLOOR 6RATE • ICE PRODii AREA ICE BIN ICE MACHINE E ' 2400 L8 AR-COOLED - REMOTE CONNO ER ICE SCOOP HOLDER FOR SODA I ICE 8A 010T 514011N ON FLAN) ICE MODE -1300 LB AR -GODLa, - REMOTE GONNEKSER RICE COOKER STAND SALAD /CUTLET HOLDER STAU.E56 STEEL CORNER GUARD 4 TROT AVERS E LNES • MIEN HALLWAY DIELOYEE'S YROFtKTABLE PITH OVE R M3-VE5 FILLER FILLET • OPEN EILRNER RANEE POTATO WfiER T1idE32 NOT USED !MI CARTS A4OT 910AN ON FLAN) HOLDS* CARNET MOOR GRIi1 P OOR IFJCIM MATED W : E .rT t'EQ TV E i£JILE PEE MEAD POOR SNIC MEM. �C A��AGA2 G w� 6TLLG15I'IR TON EQUIVENT LIST DESCRIPTION REACH-111 SEFREERATOR - 2000R SEEgaNTAIED I REAGIL -!t BATOR 1-12042 ``COIPTlIIe3? REA01 -111 s 6ERATOR - 1 ODOR f11114►Q SIC • BAKER STORAGE RFAQ}IIt 6DRATOR- 2GO/ORATOR VC • BAKER/ STORAGE CARROT PEELER FOOD GUTI 2 CART r 4 at PLAN) ° •q SS ME CLOCK DC:LOIRE - 102 LOT MAIM V6PEN5ER - 11-118 CLF DISFEIWZ •EWER"' 10e3 - I .wiTCTRS sills SAT LLTr5 COFFEE SERVER I t 104 I FAUCET FOR x �H'•OR 5 I I OAF/ --i- 106 _•c "r ASP NO -- j CONrTANER - W'REc S' I f �.O* ROMEO r 10e E .WOTORS 5.nc SS ORS CAPS GR1 I IS • 10 • IPI • WAG • V • ` F N • a 2 1 1 1 1 I 6 I LOT LOT 2 1 1 2 6 1 LOT LOT I LOT KEG 2 LOT 1 1 1LOT 1 5 1 L.OT 1LOT 1 3 3 2 1 1 1 4 I I KEG KEG KEG KEG KEG KEG KEG KEG KEG KEG KEG KEG KEG KEG KEG KEG KEG KEG KEG OKI KEG KEG WAG WAG LOT KEG I KW 6G f � 1 PC 110P RACK 1 1 KEG. i wr i O6Y I - i KEG 64106 pet ; 146Es eve i Ret DRAM nos PpE 9m WAGU E aEOD WAR KEG KEG WATER 3/4' 314' 3f4' 20 I VT i 5 ABBREVIATIONS / DEFINITIONS J D • »T OE4 If . r • 1G'.. 4 Ea1114"1210 COT: PICTOR LE S * FO005 max • mem : ALL . QR 1102101. OM PER I U MUM CQ('IItJfcrO? raI4 • . . PLUMBING REQUIREMENTS WASTE 6A5 3' N EA 2 8 3/4' VT 3/4' 120 35 1' EACH I' 5 DA DA IA IA I -VT 3' 1 ' EACH EACH r PLUM13IN6 REMARKS SEE DETAIL 3. SHEET K -32 NV SHEET K -4 SERIES FOR HITHER OF FLOOR DRAINS_ PL11431N6 CONTRACTOR TO INSTALL 6A5 QIAGK DISCONCGT KIT PROVIDED BY KEG KUNNAS CONTRACTOR TO INSTALL 6AS OAGK a5COI114EGT KIT PROVIDED 8Y KEG ALL PUMAS FIXTURES PROVIDED 4 IISTALLED BY FUNBIN 5 G IJR. SEE DETAIL 3, SHEET K-32 AND 5tIMT K-4 SERIES FOR WEER OF FLOOR DRAMS- IA TO FS W1CATED lit TO FS INDICATED. P.C. TO FROVADE MATER 5W! -OFF VALVE IA TO FS. IWRCATTD PSG. TO PROVIDE MATER SWT -OFF VALVE I 1 ' F51 3• J I I i I I SEE Pumas e6■E1¢5 T�?NO65 1 I FOR ADDETtOE4 L RREOUN f1T _ f� I ! I ra n • I15 .L,QEO.5 WA - %C OM- M- 3.K.MG1- sACAXE S AssovATIOI E O • COORAt:T *T • ▪ NOVA. PPE TzRAD P9 • E 5 .+Q POI Clef • A1Et MEG?JVDOOR 120/1 120/1 120/1 120/1 100 AN'S 80 MAPS 6.1 AMPS 10.0 MPS REMARKS • • 120/1 50 M4°r 60 AMPS (2) 8.0 ANPS SEE REMARKS 5D A F5 SEE REMARKS • SEE 120A ELECTRICAL REQUREMENTS 30 APFS 65 AWS EACH 113 APS AWS EACH 10 N4 65 AMPS ELECTRICAL REMARKS MITRE MOUTHED RECEPTACLE DR. NOLL MOR4TED RECEPTACLE 1/2 111 SR. tIALL PUNNED RECEPTACLE DR. MALL MOLANTED RECEPTACLE (V SR REGMED WM ilALL MOUNTED RECEPTACLE DIRECT COPTECT FOR COMPACT FLORES0341 11000 LIGHTS BY OMER. 0) LIEHT / 2 WEAL FOOT OF HOOD (2) MOIRE MONTED RECEPTACLE 1/2 IVA FLUt5 TO FIXTURE MOUNTED RECEPTACLE ITEM 63 I-1/2 H144. DIREGT CONNECT. FUCRIFIE MINTED RECEPTACLE FLU6 TO FIXTURE MOUNTED RECEPTACLE ITEM 63 SEE HVAC PLANS FOR RECIAREPENTS SEE 10// PLANS FOR 20.0 AMP EA CONTROL CIRCUIT. 5EE V SHEETS SEE PETAH. 5, SHEET K-32 MA LL MOUPHED RECEPTACLE 30 APP let OR. EACH OISCCNTECT WITCH PROODED MO &STALLED BY EL. 20 ATP let OR. „ DISCONIECT STITCH INSTALLED BY EC,, PROVIDE 4-MIRES NAM MAW RECEPTACLE V2 WM DIRECT CONVECT. LOCK-OFF DEVICE • MAN ELECT PANEL FROIMANSTALLED Egf EL. 1/2 111 DWEGT COMEGT. LOCK-Off DEVICE • MAN ELECT PANEL FROIDANSTALMBY EL. V4 WM EACH , DIRECT CONNECT, IACK-GFF MAN ELECT PANEL PROVVANSTALLD2 EY EC. V4 HPM LOCK-Off Device BY EC. 1/2 WM 06„ LOCK-OFF DEVICE 13: EC. 4.0 A405 DR. MGM MAW RECEPTACLE EACH ROAD 6 FOR Anse LED CF SILE maws seamseirs eaffT $ PRESELFE TEMPERAIM 110M2 COLLn1 CsitIGE TriMark Raygal Foodsentice De*, Ripmed aid Supplies IRVINE, CA 92614-6269 1 .:.01, rarer do-ml "cr. aeid On.r..ces en b ig Wm tar re greed conractce w gonge7 0 .1.1 51 leta05 Or Dry pOill oriel.* Or fear $7.. wry. endAect ar cr. Ede pawn oafs* col +rya RN, .0:- vim) end erg "monsVerite. von,. cnts.bes or an:s- X KICK OFF SET 02-23-401 X HEALTH OEFL PLAN DECK O BUONO DEPT. FLAN DECK SCA.E '62 LEI 11/41. : Se5S O PROGRESS PRINT O BID SET K-2.1 REmPED Cc Si-EETS • • t EQUIPMENT REQUIREMENT & UTILITIES SCHEDULE HOT WATER NOTE 110 Ur- 112 113 114 115 116 117 118 119 120 125 122 123 124 125 121 124 130• 62 .o„ 140 141 142 145 140014110 BURRO/ of HOT WA1ER 1154P13011UE TO OE lip 11W3 FOR WNEWAStER, GLASSRA901, BOOSTER IBAlEf 1YO POIiWASFER a PRIME 03 DEGREE NOT WATER WIDE MAIER EM TIME CLOG( BEVERAGE STATION I / SOUP 4 BREAD STATION / BU55IN6 STATION 1 N 2 / BREY0126 STATION PITCHER FILLER / DRAIN BASKET SOU' WARMER CUTT;N& BOARD RICE HARMER • BREAD 4 SOLP STATION WASH RECEPTACLE - 5/5 • BREPUS STATION CONDIMENT HOLDER COFFEE MAKER - DIN CURTIS - TP2T ICE TEA MAKER GURTIS - TGTSIO SLIM JM TRASH CONTAINER ICE TEA DISPENSER TGO- 421 HAVER NOT USED ICE BIN / DRINK MUMMER BENERA6E STATION 3 NEAR BAR HAVER NOT USED POINT OF SALE / VIDEO CON'ERE1Ce* AND SECURITY GAE"RA SYSTEMS A POS IERMINAL - SEE PLAN FOR QUANTITY B REMOTE PRINTER / MOTOR SEE PLAN FOR GUMMY C. GOTWVIER RELATED EG1 PMENT • BOGIQ:EEPER5 OFFICE D GOM111UTER MATED EGMAFT •ENT • MAiA6ER5 OFFICE E. FIOLYCOM CAMERA SYTEN ON TOP OF TV • BAR LOCATION DELL MELT. SIDE) F. MOTORS • PREP KITCHEN 6. POYVER CONVITIONER FOR MGMTORS HIANO SW • SERVICE COUNTERS TO 60 STATION TIMER ER NOT U577 AK ER NOT USED ECUPMENT MORI (2) REFRISERATED BASES 1 I t 2 SECTION COINER TOP OROILER - 54• OIL PU1'P DIST/UER [ NOT SH OM ON FLAW OBESE/ E11ER - 72' OVERSIELVES FRYER AWEME .Y W FLIER 2- SECTION Ntu+BER NOT USED RIMER NOT USED EQUIPMENT UST DESCRIPTION COUNTER TOP 6R1DDLE - 47 £4141 COUNTER YSTH REFRl6ERATED B .SE5 ='3 SECTIONS GOUNTt1 TOP OPEN atR 00) - to GOUNi TOP 6ReDDLE - 36' QOSEPELTER -17 14.4 NOT USED PASTA COOKER N)B NOT USED CONVEYOR TOASTER GPEP5E 431112 - 36' CIEES ELTR - Idr EX+N L& i4002 • •X GOO!GC6 (4) SECTONS 6611111436 COMBER VON If-RAlEi BASE - 2- SECTION / PAN CHUM CANTER T F D 4 OMER 00) - 60' 1 60 IPM &UTE iTRy I '6► - ! Nazar / SATED BASE - 1 [ I EX/ ST SY5TEn FOR VAN 000!e."V I I LOT WAG B* 1 MAKE-LP AR 5Y5m4 FOR 'PAN C€ 1 LOT 1 WAG 1 m I r F4i�TION S5 1 +'S6 J : : . ;; A - - i 61 j N.PEER %DT USW a 1 66 i S5 FOquai CC UVai FOR sip. on N, A ( frantea frame wHooer. me • RaNGSERATED BAW - 2- .GT 5 /PAN GAMER *5 ftYPEER NOT I>5ED 4 7 1/2' EACH 5 EACH EACH IA I. EACH PA lit 1-UT EACH [31 0) 3/4' 3/4' 1-1/4' EACH 3/4' 3/4' 3314' I LOT 1 2 LOT 4 a 3 I LOT LOT LOT LOT LOT 3 3 2 1 3 LOT 2 2 OAN o5v 05V OIi'1 05V 05V KEG ova OYi � r OY01 OI►�1 OAN OAR KEG KEG KEG KEG KEG KEG I KEG I KEG I KEG +6? PIMA MOC 0494 - 2�-X C I - � - - - -1 661 t KEG : 5!3 ! H?1 ' Tfsa2 ' 1 I LEG f z 3 , + $o VT WATER V2' UT EACH I/7 I L7 1 i0 I I _I I - I 1 [ i i 1 ! • - t I I I IA I r - _.. __1_ - r - 1 GENERAL CONTRACTOR NOTE CO+, !?AGTOQS SAIL PROME ALL F Le?AL5 i i' T LA80R fie EOLIW TENT RECESURY TO RANT.41 4WD IN6r, . ILL war: vi s ?C Gt A DRDR il�.ly,7, 5.4211 AND.iR SVERIWO WAD RA VI ALL K - 9$T.S ALSO $2 TO Al ASEICEC l.R AND E�'�Cs DRALNYADOO.JSVS FOR £- .; i C0N:?.eCi O` r E7T S NO FOR £cct ouL. limed•? TSS ALL VOW IOC COWIRCTOO rE - .401:6 ;1ST AC4M :O ART JOB ALL APR1CAELE GOCES GOV ACs10E5 KLVI6 JRECYCTO4 OF P T LACATOC F 0 to IA IA WASTE I GAS IA IA I PLUPA3INCI REQUIREMENTS I' II 1' 1-V7 E a 3/4• 3/4' 1 6 108 60 84 200 86 60 314 I 20 ACM !3P co 6044 i7!2 Orl lit TO F5. PLW3IN6 REMARKS FILTERED GOLD WATER REC.*RED IM TO F.S. INDICATED FILTERED GOLD WATER REQUIRED FILTERED GOLD WATER REWIRED IA To F.S. INDICATED IA TO F5. INDICATED IA TO F5.DVZGATED IA TO F.5 8EXCATEID IA TO FS WCATB7 I A TO FS aD9 mo> DA AS INDICATED. ALL PUM3ING FOR PROVIDED $ INSTALLED BY F124306 CONTR. 266 PLO430 6 CONTRACTOR TO INSTALL EACH KEG- SUPPLIED 6A5 QIIGK D$5GOAEEGT KIT Ti5 • 13f1 NOT CAMPED WED TO MATER SOFTE1 PG TO INSTALL 10C- SI'FLIED 6115 &IOC PISGONN. I PUREES COCR.IGTOR TO ASTALL KEG-SWVILIED 6 CLICK TASCOPECT TOT - t - T - - -- - s SOL Eie M20E GI • I C0 • a31 • CtSC F T FIE.'?FJUE • • et • CQ$EE PUT 1ECEP:Al2.E • DREG CHEEM 120A 120/1 120/1 363 MI MONIED RECEPTACLE 120A 520/1 120A 120A 120A 120A 120/1 520A 120/1 120/1 520A Jr PO/l 1201 ELECTRICAL IEQW EIvENTS 20 AMPS INTERCOMECT TO 0) PATCH PANS EACH AND N TO MS COM'UTER AT OFFICE 60 MV (4) DR. EACH (3) FIXTURE MID 4 (5) YIALL MTD RECEPT. 3b3 ATIPS SEE 16 KY( 50 AMP CIRCUIT, 44' : (2) HOTS, REMARK W P3RRAI„ W 6RRw o. FVR CORP N PLUS BY BC. 14.2 A14 SR. 13 KM EACH. EACH FIXTURE MOUNTED RECEPTACLE 6.0 AM5 FIXTURE MOUNTED EACH RECEPTACLE 80 MS SEE REMARKS 3D AMPS EACH SEE RDIA K SEE REMARK 00 MP' 120/1 50 AMPS EACH DEDICATED GROAT FIXTURE MOUNTED RECEPTACLE 120/1 30 AMPS EACH DR FIXTURE MROUMTED RECEPTACLE 60 MM'S 120/1 (2) 3.0 A,APS EACH 15 /1.4 FOR FRYER GG%IRORS AND FLIER (2) 3.0 AMPS 30 AMPS SR 5- EP/5 -I5R - IAA 4D KY! 40 AMPS SE REMARK 300 AMPS FOR COMPACT ROURESC8ff HOOD LI6HIS SVC LOA9 BY OMER N MT PER 2 ZEAL FIR FOOT. 5ff 54 Si3c HVAG DiSMEERS PLAN �. RE3ANCS FOR R Z) E%I5 SEE SE= WAG 1]1 SVMS RAY REMARKS FOR ! SEE REPPARKS EG • F LEG • EcC • • ER = EX • E 64 • � F • FG • ELECTRICAL REMARKS DR FIXTURE M4OUMEB RECEPTACLE DR FIXTURE MOUNTED RECEPTACLE SEE DETAILS, SHEET 1052A FOR MORE CONFUTER RELATED EQUIPMENT IWORMATION 3.0 AMPS EA - SR - DEDICATED CLRCIIT FNR SD AMPS EA - DR - FIXT. MTP RECEPTACLE S1N6LE RECEPTACLE D CATER CIRCUIT VERIFY RECORDS/IT 11TH COYFUTER SYIEM Cat9.4.TAVT VERIFY TENT MOTH COI4PUIER SYTD4 CONSULTANT DEDICATED Gl RCUT. VERIFY RECPARENENT NTH GONArIERIPOS SYSTEM COT.'SULTA'IT DR FIXTURE MONIED RECEPTACLE SR ROME MOUNTED RECEPTACLE. SR 6 -1 43 1 A 2•D AMP CARGJ!T 20.0 NV EA CONTROL CiRC T. spwTs SEE I 50 AMPS • 6LO•E:R GO! 5i PA.4 ovum 1 20i% REHM .5 ED AMV5 - D!R HALT XD REca •az X63 t 253?(1i I SR AVM Mate RECUTAGIE ELEcroc.L COCRACTOe VAC ieCAL 6..cCTRCIL POLE? CO UT `1Vs /L OCH' V5E-NAT L Ear - Ns 81' Met EXrJivg FIT a.DcaE Go,Ecr • Ir `LR FRC FPf FS GT CPO O a V 164 165 166 161 168 16R ITO ITT 112 113 114 115 116 I n 518 179 180 It, 182 183 184 2104 I 206 • 201 206 904 1 210 at I MICROWAVE OVEN • PIZZA GOOKM6 6REASE TAN( • SERVICE YARD SOILED LINEN 1316 • SERVICE YARD TRASH DYERS • SERVICE YARD CAN MASH • SERVICE. YARD FAUCET FOR CAN WASH • SERVICE YARD SHELVING • SERVICE YARD slur • SERV/GE YARD GASH LEA( SYSTEM / PRINTER / UPS LOCATED INSIDE PAPER SUPPLIES ROOM FOOD SARMER BASINS CART Buff TUBE TEAT LAMPS • SOFFIT (4) 66:1 12• • FLOOR MK • P.00q • MARE rOIN RE V1G.E • ITT PER /24.1 f ISSN E FIFE T.•EAD = R �� .O � 04 p 5MAC ����/� f C RWOR f &EASE TNT • CaLLONS FE.Q ROAR EQUPMENT LIST DESCRIPTION HAND SO1K • CHIRPS GAUNTER FRY WAR ER - FREE STANDI N6 HEAT LAMP / FEAT LIGHT FIXTURE (1) 30`. (4) 66.1 0) FOOD WARNER - 3-PAN RICE KA ME R • CHEFS COUNTER F000 WARMER - 4-PAN 51 GAP ON OVERSEW • CHEFS COUNTER SOFFIT AND 5/5 TRIM AROUND SOFFIT WARMER CHEFS COUNTER 4+1R FRI*ERATED BASE - 2- SECTION / PM CHILLER •a‘REPR6E AIED BASE - 2-SECTION / PM CHILLER G3 REFRI6EPATED BASE - 2- SECTION / PAN CHILLER D. 5OK SECTION EsREFRIEBRATED BASE - 3- SECTION / PM MILER F_ •REFI6ERATE0 SAW - 3- SECTION / PMT CHILLER 60S'LAD SECTION RIGHT COVER HODER RIDER NOT USED TRASH RECEPTACLE • BAR HAW SQIT( • BAR • MAIN BAR - HOBART - L70-6G SAZKBAR REFR16t3AATO R - 4 -000R REMOTE DIFFE#R?H s ICE'G[NPAMN CAMP N FUTURE UNVEREAR A GENBLY A ERAS 60ARD SWIM N \p. \.VAT. . a JOCCEY STATION 1'V 5i$ RA. C SRN( / ICE CREAM GABBET SECTION D: 3- CaPAQTMENT 5O(( SUTRA i E. STI( / ICE CREAM GAERBT SECTION F. ICE PAN SODA SUN BEER TOM1H2 ?MTN TROUGH BAR 01.19DER5 - N 4LTOINi (EACH MODEL ROD (6 EXTRA HOT 90•1 FRE -E • POT 5N. FLOOR 6RAIE • 01941 PAID 51. • 0199% .9500 POT SLR( ASSF?fY VITO OVESHB.VES CLEAN D1SNTA1EE NTH OVETSIaVES C N:06iMTE !MOOD DX911U6E2 nni WILT-111 6005Tw WEARR NOWT - 025-1+6A HILL FLA332r6 • EXHIA. NM6 %M'folat PIM t SS SLANT SELF • SDEED R9iTTP&E &A%..e m EMEN T rY SOLED 0647AELE AMY NTH 5./SM RACK >o12 nor USED 6cJIGS RACK DOLLES I Ple4aN E • DENTMLE oV� w • MSS CARTS LOT LOT LOT LOT LOT a 12 5 2 1 1 1 1 6 2 2 LOT I LOT 2 2 2 I LOT 2 2 de GEN 6G 6G KEG KEG KEG KEG KEG KEG KEG KEG KEG KEG KEG KEG 2 OW 3 KEG 6 OM LOT KEG I KEG I LOT KEG 1 LOT I KEG I I KEG I XG I [LOT KEG I LQT I I I j ! LOT I I tor tau 1 KEG KEG AEG KEG GiLO\S PER Fi1I..-E I 1:1.6 caw 110.FSEPOLEQW02 SE YEATZTS EIRE JIR HIL74 PFE S: --. - I SE SAID Nee 3/4' I/2• EACH 64' • • 3/4' V2" EACH KEG 3/4' WATER 3 3/4' EACH 3t•4' 5 EACH EACH 5 5 5 3/4' 45 51 Z TOTAL is J F D A DA lit IA lit I A IA IA PA lA 1. IA 5 IA DA DA PA iA ABBREVIATIONS / DEFHTIONS PLUMBING aEauIREKIENrs WASTE j GAS 3 I -VT 1' (2) I V2' (5) 3/4' 1' EACH I-V7 EACH EACH 1-r/2• 3 ' 1-1/2' 0) 12) r r K 0 COCRICTOR I Iv FOR 64216/1 I rail r Maul PLUMESINS REMARKS SEE 615ERAL CONTRACTORS CRAYEN&S FOR ADDITIONAL 1WORMATION SEE PUt4INS ENSIIBERS PRA/045 DA AS INDICATED. ALL PLLMEINS FIX FROVT) INSTALLE0 BY PU.443915 CONTRACTOR IA TO FS 4491GATED IA TO FS INDICATED IA TO FS. RVICATED IA TO F.5 INDICATED IA TO FS. INDICATED Ill TO ES INMATE!" EFL TO FS- INDICATED. ALI- PUNE1316 FIXTURES PROVIDED 4 INSTALLED BY FIL44306 CONTR. IA TO FS INDICATED lit TO FS_ INDICATED. INIMEER TO FROVIDE 11X1N5 VALVE FOR EWER TEWERe45 IA TO F.5 RCAGATED IA TO FS. INDICATB7 IA TO FS_ DEISCATB7 IA TO F.S. 1101C.Ardi IA TO FS_ ROIGATBP IA TO FS. COICATED IA TO FS. CRXCATEP SEE DUAL 3. SEET K-32 MO SHEET K-4.1 FOR TIMER OF FLOOR awe. ALL FLIPER45 FIXTURES PROVIDED MD INSTALL:7) BY FLOW* COtORACTOR IA TO FS. MICATB, IA TO FS. DDICATED i IA TO FS. 1 0)r CO.ECT cap mr. TO PGIOth91 NOZZLES I W S • MOT IC SCALE eon ELECTRICAL REQUIREMENTS 55.0 AMPS 4.0 A14 EACH 6.9 AMPS 1 DIRECT Ca.ECT. PYRE TO CCHIROL REMARK (2) 1.125 KYt - 1Z MIRED TO REMOTE GIRLS 63 ATVS SEE REMARK 6. MPS EACH 0.3 MPS EACH 1.1 KM 8.0 AMPS 40 A14 40 AMES 40 Aif'S 100 AMPS 120 Add'S 15.4 AMPS 3.0 AMPS EACH 25 AMPS EACH 80 At-WS EACH 5.0 AW5 EACH 30 AMF'S EACH 30 APPS SEE 1 15r. g (2) DR. HALL MOUNTED RECEPTACLE. PRZNIDE COMMUNICATION CABLE WM-FM TO OFFICE. FUME MOUNTED RECEPTACLE DIRECT CaltECT Slt FIXTURE MOUNTED RECEPTACLE DIRECT CONEGT RECEPTACLE DIRECT CONEGT 116 92„ FIXTURE MOUNTED RECEPTACLE 5R, MOIRE MOOED TIM EC PROIADB)C.ADUIT,SM K-5i FOR 1.16h15 _1_ _P -- IMIXRKS REcuReves 1 SP lEYIP 1114 w VG w SNOW) ONEW5E CCM COL:" 0 MCP TriMark Raygal Foodsenice Design, NOW ond Supplies 2119 WHITE ROAD IRVINE, CA 92614- 6269 e ?awl R..111 wpm, orse. Seca CeskSess :--s ph. wee be esessme A ...Intl 11.1,14 Psni titre Ls!, elsce ttis Owl st. :se job Vs et wwgewt mpiseme-s ceorrce rode .3 se we sec. be by tee press/ costae& MAN ea revpi-ir ad red cowect:rds cod IA rod lo m est S.- lataCO be adcebtd en Vie sax r• Vet** infated a Via Or, a ent pat Wed :-.471 morns Ovum scSnancel. re, DexPt. etc ) or Maas se twice ea a ;accede.. en Ws obi hes bee, SiO aS toe bees twills se Irmo az far wee, ow-e..tae be...v:1;m bd.. ccesowewq nee art be DC KICK OFF SET X HEN.TH DEPT. RAN CHECK O PROGRESS PRINT O BMOC DEPT. PUN CHEOC O BID SET O CONSTRUCTION SET O SUBMITTAL DOCUMENT tu K-2.2 eTti to a REMED W.A.E NONE WET AND LiTILM ES SC14-MDIP.E 2 p c J • itgaidA 00g MIN • 9 perommemopw•II.M1w. • •• 011•10 0 St! lterA/1 oppli 1 fn ' 3 ;PIM tt ;R y5 gb „ h • ■ • a • 7 911;0 rg §11 Fiks I~j rb 0 1 g eg g CZ,4 1 zt 0 P:IMIy0011Pro•01,41COM•lTulwWlrw • WAVOIOMA U*W#S*AO,dwp, K4.3. 242/2007 0:46:13 AM, d••• 1 0 1 g ersecakeTactory . NEW RESTAURANT CONSTRUCTION 'OF) �F) WESTFIELD SOUTH CENTER MALL ' 205 Strander Blvd, Tukwila, WA 98188 Pi ks 5 1 >>>>>>>>>> 5 O 0 C a a 6 MED 5 • G 5 0 I� iw 50 0 g o 2 l g Eg E§ 14 g ib q 5 g tr N Eq g Ig O §I § gO • • 1 to g • p S 8 1 yxIsnitmunT4 ; 011 sTgl wlegli y . _ 1- p it at"� S� �.7� 3. Tyr , � *4 a aa V q 11 te} • '1;40 A V1 . .A a 5 U' I I gl y A A QUANTITY FURNISHED BY NOT WATER GOWN. • ECJIPMSNT GOLD WATER GOWN. • EQUIPMENT 110 'BORES NOT WATER CONSUMPTION ( 14) WASTE TYPE WASTE SIZE OAS SIZE G ub> SAS CONSUMPTION (MBTU) O co VOLTAGE / PHASE RATINM REVISION NUMBER ITEM NUMBER QUANTITY FURNISHED BY NOT WATER CONN. • EQUIPMENT GOLD WATER GONN. • EQUIPMENT 110 DEORSE NOT WATER GON9UMPTION (arm) WASTE TYPE ▪ WASTE SIZ! GAS SIZE OAS CONSUMPTION (MBTU) VOLTAGE / !HAM RATINGS P c2 co rn A A • 6L 613 GENERAL CONTRACTOR NOTES GEICRA3. CONTRACTOR TO FURNISH MD (SMALL TIE TOUCANS ITDIS AS INDICATED 04 (Kb SERES SHEETS / UNLESS OTHERWISE SPECFED; •LEyEL FLOOR DEPRE56105 FOR COW STORAGE ROOMS 'FLOOR EXPRESSOS AND BLOCK an FOR TRASH DRAW. FLOOR PAN'S AND/OR EQUFrENT AS NOTED. *LINT FUSED FLOOR SECTIONS AT DESIGNATED LOCATIONS. 'FLOOR AND WALL SLEEVE/CORE PENETRATIONS •C04CRETER•AS0CRY PADS: ORBS AND PLATFORMS 'FLU HEIGHT Nd1- C01EUST LE WiILLS AT DESOLATED LOCATIONS PER APPLICABLE CODES 'FRAMED WALL OPENNGS AND LOW 1141 WEIGHT SECTIONS AT DESIGNATED LOCATIONS. *ALL RENFORC1ti1G WALL BA.CKNG. UNLESS OTICROSE SPECFED •uiAL.L 8t1•FER WARDS. RAILNGS 6 OIi0R POST `SEALED BUILDING WALLS ADJACENT TO RILL PERT'ETER OF COLD STORAGE ROOMS 'FN' MENG POCKETS RELY CLEAR OF t0E35TRJCU0N5 AT DESIGNATED LOCATIONS. *MOCK BEAMS ERASES OR OTHER SUPPORT MEMBERS I CO'PONENTS FOR TIE SUPPORT OF EXHAUST HOODS AND OTHER CELNG WOOED WORM NOTED. 612 ALL DR ENSION5 SWAN CC (Kb SERIES SEES) ARE FROM FA754Sp WALLS ROOKS AND/OR BILDNG 6-RDLIES. INCLUDE ALLO IAN CE FOR THI GE56 OF ROSH MATERIALS. GENERAL CONTRACTOR TO RPM MASQ A:3LE ACCE56 TO ECUP/ENT INSTALLATION AREAS REoJRNG CONNECTIONS AND/OR SERVICE A180wE Ft1SIED GEEING, N ACCORDANCE 11111 LOCAL CODES AND/OR GOvEIIrtENT AGEfCES HAWS J1RI60ICTION 0 PROJECT LOCATION 614 GENERAL CONTRACTOR TO PROVIDE MD /STALL ALL PTETRMIO S WU (ELMS. ROOFS AND WALLS FOR DUCTS, EEG NCLUDNG DUCT SHAFT ERA :PINGS. ENGLOSIVES FIRE SEPARATIONS ETC. AS REWIRED. N ACCORDANCE WITH LOCAL AND FIRE DEPA IMDIT CODES ANOIOR GOvERtENT AGENCIES HAVNG JIRSDiCTiON OVER PROJECT LOCATION. 615 GENERAL CONTRACTOR SHALL SAW FROOF COITION WALLS WERE NOISE CR V18RATCON FRODUCNG EQFFT ENT IS LOCATED ADJACENT TO D14NCs AREAS. SEE A.RCHUTECTtRAL PLANS FOR LOCATIONS a ADDITIONAL iFORMATIONL 61b 6F RAL CONTRACTOR TO RRtSW MD MALL DEN SPECFED, SPRINKLER FEARS N COLD STORAGE FREEZERS WITH ADEQUATE PROOTECTiON AGA/5T FREEZE UP. ADDITIONALLY ALL SPRINKLER HEAD PENETRATIONS THROIIGs1 COLD STORAGE ROOM CELiNG PANELS ARE TO BE FOAM SEALED TO PREVENT iCE BOLD -U? H.V.A.C. CONTRACTOR NOTES 621 ILVAC.. CONTRACTOR TO RR4l5H AND I51ALL EW UST AVD SUPPLY AR SYSTEM N ACCORDANCE WITH PECHAAiCAAL D ICERTS DRAEL+I4S. APPLICABLE CODES AND/OR GOVERIMEPIT AGDNY.ES HAVING AV DiCTION OF PROJECT LOCATOOSL REFER TO (Kb SERIES SIEET5) FOR CRT, STATIC PRESSURE, DmJCT CONA€CTD4 SUE AND LOCATION REWIRE/DIES O KEG RRSSFED EOUFIENI. 622 H.VAC. CONDUCTOR TO RENISIM3 INSTALL DO LUST cam C A.LS FOR IEAT DISSIPATION AS REQUIRED BY KEG RRISHED EONJ(RYrNT FOR PROPER O ERATiONL NSTALLATION STALL MEET APPLICABLE CODES I7/OR GOVEIL‘NZ.VF AGE/ CES WAN• ' .ARSDICTION OF PROJECT LOCATION. 623 ..VAC. CONTRACTOR TO RR $1 AND DISTAL N W CORROSNE DUCTWORK FOR MOISTURE LADEN AiR EMUS EOUP119 ' RAR ESHED BY MC. /STALLATION SHALL MEET APPLICABLE CODES AADAGR GOvE ENT AGENCIES ItAWNS JIRSDiCTION OVER PROJECT LOCATION( 62.4 11VAC. CONTRACTOR TO FIRM ML DUCT CONNECTIONS TO ALL BGWJST 140006 PER APPLICABLE CODES AND/OR GOvER FAINT £ EN E$ HAVIS JIRIEDICHD4 OvE R PRO.ECECT LOCATION/ IILE56 OiIERJSE SPECFED 625 EXtAUST BLOWS FOR KITGIE N FOODS ARE NOT TO BE USED FOR LIE SAFETY S C E EVACUATIONN, W.ES6 OTHERWISE SPECFED BY CODE AND)ClQ GDVERCENT AGENCY HAWS JIRISOTCTiON OF PROJECT LOCATION 626 FEO1AVCAL CONTRACTOR TO PR S1 AR? /STALL CON DENSER CATER S(FRY. AND fETLRN SYSTB; IE. LABOR MATE AL. PFWG. FTITNG61 LN4tOS. STRANERS,GAUGES, VALVES STOPS, FRESSIM REGULATORS. ETC. 14cLLC S ROL EQ.13i1 NT CONECTIONS. AS REQ'RFD AND/OR AECE56ARY FOR PROPER OFERATION OF KEG FUR SIfD ECUIRDR. I TALLATIO4 SHALL NEST ALL APPLE CODES OR GDS icer ES 11AVDYs .AR(SDIctiaN CF PR01F_CT LOCATION UNLESS OTIERM SPECFED_ ELECTRICAL CONTRACTOR NOTES 51 ALL ELECTRICAL RE MIREM DITS IDICATED N THESE PLANS ARE FOR KEG AND/OR OVER SUPPLED EQURMENT AS SHAW ON KI SERIES EQ*VlI PLANS AND DESCREED 14 K2 SERIES EQUM'MENT SCHEDULES REFER TO THE ARCHITECTURAL PLANS TIE OVER BAWER t DRAMS. AND TIE GEIEWIL CONTRACTOR FOR 114Y ADDITIONAL ELECTRICAL REQINEEENT& ALL ELECTRICAL VOW SHALL CO FLY MTH ALL APPLICABLE CODES AMOR GOvERN1DIrAL AGENCIES HAWS JURISDICTION OAR PRO)FCT LOCATION 52 THE SYMBOLS SOOT WTHN THESE PLANS NDiCATE LOCATION AND TYPE OF RiOUGH• W CONNECTION GILT. ELECTRICAL CONTRACTOR TO FROVIOE ANO "STALL CIRCUITS AND CONDUIT 14U45 AS REORTED. AND N MCP: DANCE MATH TIE ELECTRICAL B4GNEERS DRAWINGS AND CAIOF31NG 11THi ALL APPLICABLE CODES ANDIOR GOvERlV TAL MUMS HAVING .ALRISDICTION OVER PROZCT LOCATION 53 ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL SERiACLS TO ROUGH-14 LOCATION AV FROM RIOUGN -14 TO EQIR" ENT PONT OF COMMON IE LABOR MUUERTAL. UTRIPrs SERVICE FIRMS. CONOUITS, CIRCUIT BREAKERS, MUM BOAS, (UTLETS, PLUGMIOLDS, 9!ITCHES. RILL BOXES. CONTROLS. 5a1M•TRIPS, N@1A CONNECTORS/ 02EIGIRATI013 LOCO -OUT DEVICES. DISCONNECTS, PANEL BOARDS ETC. INCLUDING FATAL WORM cONI'ECQONS. AS RE0UtRED MOTOR NECESSARY FOR PROPER OPERATION OF RRWED Etaift"EN4L NSTALLLATION SHALL i'EEI ALL APPLICABLE CODES OR GCAEFNMDB AGENCIES HAWS JURISDiCTION OF PROJECT LOCATION 5A ELECTIBGA. L- IGNEER/CONTRACIOR TO VERIFY AU. FECUREISUS ANO LOCATIONS OF O ER RR4ISHED EQJR" EHT 11TH OVER SELECTED SUPFLER PRIOR TO ROUSING-N ANY MUTES. 55 ALL HORIZONTAL Dt• NSIONS> FOR RO SIT•NS ARE FROM FUSED WILLS AVM 8U4.01S moue TO CEMERLNE a:120091-111 IN-ESS NOTED OTHERWISE tiTaiW THESE PLANS, OR N 5t 5EQ1FNU DETALS. ALL VERTICAL DiENE 0115 ARE FROM FUSED FLOOR TO CENIEM.1E O Rotrisi -K AS INDICATED 5b IT IS THE RESPONSIDILTIT OF TIE ELECTRICAL CONTRACTOR TO COORDINATE TIE PLACBENT OF ELECTRICAL ROUGH - 1511111 TIE REM/REPENTS OF TIE OTHER SUB- TRACES ELECTRCAL CONTRACTOR SHALL ALSO NOTFY TIE KEG AND GENERAL CONTRACTOR OF ANY DEVIATIONS FROM 1FOAMIATION N THESE PLANS kasm FR 11 FIELD ca ,i uONiS. 51 IT IS TIE RESPON451EILITY OF TIE GENERAL CONTRACTOR TO VERIFY TIE LOCATION aF ELECTRiCALL ROUGH/ -NS PRIOR TO TIE BLAB BEND POURED. WALLS OR COMM CLOSED. OR ANY OTHER tEW BERG DOE THAT UDLD t"FEDE VERFICATI04OF TIE ACCURATE PLACE/ENT Of ELECTRICAL P2G11•I1$ OR CoORDNATIOI OF THE REOUIREP8Jt5 CF O11ER SUB - TRADES, UPLE5S OTFERFUSEE SPPECIEO 58 59 5.10 511 50 5D 514 5b Sib 511 ELECTRICAL CONTRACTOR TO MUSH AVD INSTALL SEPARATE CROATS FOR EACH SELF =TAPED REFRIGERATOR ANDV0R FREEZER *LESS OTHERWISE SPECFED ELECTRICAL CONTRACTOR TO Mel AND INSTALL LOCKOUT DEVICE ON RUT BREAKERS CONTROLLNG MAST &oweS, MAKE-UP AR FANS, ICE MAKERS, IEFTOGERATICN SYSTEMS AND FRE PROTECTION SYSTEMS, IWLE56 OTIEFOIASE SPECFED ELECTRICAL CONTRACTOR TO MALL ALL KEG PROVIDED ELECTRICAL CQ1'ONENtS AS NDTCATED 04 (K3 SERFS EMPUU RELATED DETAL SHEETS) ELECTRICAL CONTRACTOR TO MUSH AD .STALL DEDICATED CROAT RECEPTACLES III ISOLATED GROW= = AND EMPTY CONED (I1a( OIA i'1(IYJ -8OX FOR DATAK.OI'1 UOCATICN CABLES a ALL PDS DEVICE LOCATIONS. VERIFY ALL REOIREPENTS SDI CRIER AND/OR OAER SELECTED VENDOR ELECTRICAL CONTRACTOR TO R11r15N AND INSTALL 4A0 (OCTAGONAL? J•BOX NTH 1/1' DOA. BM CONDUCT RISER FOR FFE 51'PREW:14 SYSTEM REf NOTE RLLSTATICI . CONDUIT TO EXTEND 6' ABOVE METED CEO AVD R9 t4N ACCESSIBLE FOR FRE SYSTEM CABLE PULLEY INSTALLATION BY KEG. ELECTRICAL CONTRACTOR TO INTERLOCK DOAAIiST FRV(S) ANO WVKE-IP AR FMCS) AV NTERCONECT MOTOR START/STOP SWITCHES 1ITH HOOD LIGHT SLITQ$1 REFER TO ELECTRICAL AD I. VAC. ENYsiEERINS MAIMS FOR COi FLE1E E G4 I$T FAN FB2ARBDITS. ELECiR(C+N. CONTRACTOR TO RSA MD 1ST ALL NEERL000IS CONNECTION BEREEN CANOE .SATE HOOD EXHAUST FM AV DER MAM E Olaf ff CONTROLS, G&E$6 OTIERIASE SPECFED. ELECTRiCAL CONTRACTOR TO MOST ANO INSTALL SNMT TRIP BREAKERS ANCHOR CONTACTORS AS REQ1RED MD ALL ITERC0I€CTNG COMDR AND URFA FROM ELECTRIC FRED COACWG Emm 84t IECEPIAQ.E5 I ALL OTHER ELECTRICAL CROATS RIDER EXHAUST HOODS. INSTALLATION STALL MET AU. APPLICABLE CODES OR GOvER4 en AGENCIES HAWS ARTSDICTIO4 OF PROi.ECT LOCATION SEE FIE SYSTEM RECUR DENTS DETAILS ON tK3 SERIES SHEETS) ELECTRICAL CONTRACTOR TO FINISH Am ASTALL MOOT AND TUOONLINE INTERCO/ECM CONTROL ORC T FROI1 ICE MORE TO REMOTE COMMA AS INDICATED N (K5 SERIES DEETS) ELECTRICAL CONTRACTOR TO RR4$I1 AND INSTALL RLLBO)ES ACCESS P/WELS, YJ18LE' TRAYS. MD CONDUITS FOR maGEmas, i3EWRA6E;. LIQJOR AND/OR BEER UE& ALL COON DO&$ TO HAVE A MSWSLt1 RAOa5 OF ?CIAO ELLS OR IT R 8B4D5 ARE NOT ACCEPTABLE CONDUIT MATERIALS ARE TO 8E PER LOCAL CODES! P.VCIABS. OR 51 4R11A1ERIM S FOR UVDER'sROUO COUNTS, AND P.VGOR METAL COIDUET ABOVE GRADE METAL CON171JIT TO SE /4TER1N.LY LIED WV• PLASM MESS PROIERBiTED BY LOCAL CODE. ELECTRICAL CO1TRCTOR TO VFRFT CONDUCT HATE M ACCEPTABLi1Y- ELECTRICAL CQ4TRACTOR TO ROWSE i !TALL APFROFRIATH.Y SIZED PILLBOXES EVERT 45 FL AD1 R EVERY (3) EENOG OSCHEVEROCO.R5 FILST. SEE CODUIT DETALS 04 TK3 SERIES 5IEETSZ 516 ELECTRICAL CONTRACTOR TO R.VMS1 AND INSTALL COM, URNS AND STERCONECTIONS TO COD STORAGE ROQ i 13LOI E' R COL, BOLDO VALVE 40 THERIOGTAT TRW DI5CG EC( SJITCN (SOLDIDD VALVE, TIERSIOSTAT AVD OOLER COIL FIRMED BY KEG/ RN ALL MID CONDUIT ABOVE COLD STORAGE ROAM Call ANO FEIETRAIE AT COAECTION POLE O.N.Y. 5'cE E! ea RELATED DETALS CH (K3 SEEMS SHEETSI 513 ELECTRICAL CONTRACTOR TO WNW AND ASTALL COMET AO COLOR CODS) DEFROST COWL CROAT WRING FROM FREEZER BLOWIER CAMEO MADMAN* Q004 CN4 RSFOTE REFRIGERATICH CQMFRE560R RACK RIFER 10 MISERIES/ REFRIGERATION RACK B IPMR14 s DRAWS FOR CONTROL GROUT SQBIAI1C DETALS. 520 ELECTRICAL CGNTRACTOR TO RRA SH AND INSTALL STERCONECTIONS TO KEC, COLD STORAGE ROOM V'faPGRT HEATER HIGH WV ALA.RI E LOBS DOOR AND DRAKE E /EATERS AS NECESSARY. RN ALL RIGID CONDUIT ABOVE COLD STORY# ROOT cap no PENETRATE AT CONNECTION PONT ONLY. EE ECN-IPTDIT RELATED DETALS ON 1K3 SETZc'S SHEETS) 521 ELECTFACAL CO4TRAGTOR TO FOAM SEAL ALL CO CUT FENETRtA11O8 DRAM COD STORAGE ROOT CELIG PANELS TO PREVENT COQ TIA4 &DA0R BOLD -U? 522 ELECTRICAL CONTRACTOR TO RlEWS1 AND IuTALL COMAS SASEACE MOWED PLUGTIOLD WITH RECEPTACLES AT 24' 04 CENTER AT N. SUE OF BARTOP, 'ROME L9 N(XCATEO 04 P.R10LE56 O l E SPEGEW 533 ELECTRICAL CONTRACTOR TO NSTQJ. *V NTF. OIECT AR CLIENAN TRROX41 DOOR ACTIVATED IICR0 SPACa. RRWSIED Or KEG. 524 TT 15 TIE GOERS IESPOtSSILITY TO RE FOR AND RMSN RECOGNIZED TEST LAS CRTFRCAT104 OR CERTFICATES OF APPROVAL. ETC. FOR OTTER SFEOFEDEROVIDED EQsTi'E 4L. VETE SUCH TESTA: APPROI/ALS ATE MOD, ST PI VALPIi CODES OR GOVTRIV4T ACONCE5 HARING JIRSOICTION OvER PRA7IJECT LOCATION 525 ALT- FLUORE5C NT USDA musts. m ETC. FOR McLLt M RAMS ICE PRO'V'O D BY MQ1f+i0RCCOr'1tRACTOR ALL PireCOMECTN6 IIRP6 5T RECaFDCAL COORIGTOR 526 ALL SWAIM CORMS ATE TO FE MIAMI) =IN RD8re>'PD CMS ORM ONI FLOORS. 7 I SEE X40 4261 tO5 - J :t r. a _. -:-74$0VD- -z _ =- -. _ -z -.: - pun tom-: • - - - cant TZ = Q• 4+• desk :8•rJm comma se deem c aa5•ert o i!!• woe s wow laale• .� _.r • = = • CN • a f 'r_.__ .r. • s- ----- -- -._ -_ _ 4 - 10 . - '; r m , f _ = - - - FAR - _ - -- _� -- HT'-=- - -- -� _;_ = _ - = =� _� ...-7.---a •-*. - a = t . _ _ -_ - - �. - L'/ - -- - - - I -Y;- + . s p MO INN • MEWS O 46423wR t sir-of tow 0 6E ND *mom gow mu MOO Tr ewereavenassss W14 come - RAM ROU3141 SCALE I 3-r=r-O• 1 U /l' L PL(t' % REdZ TS NDICATED N THESE PLANS ARE FOR KEG. AND/OR CANER SiFPI.ED EQUR'EM AS SNOW 04 Kl SERIES WREN! FLANS AND DESCREED N K2 SERIES EM ENT SCHEDULES: REFER TO THE ARCHITECTURAL PLANS. TIE MIT:R Or:NUM DRAMS, AND TIE GENERAL CONTRACTOR FOR ANY AD01110141L FUME REQAREPUNTS. ALL FLUMB G WOW SHALL CORY OWN ALL APPLICABLE CODES AND/OR GOvERF1'E?HTAL AGENCIES HAWS JtRISDiCTION OVER PROJECT LOCATION 42 TIE SnWLS 5110111 UTHN THESE PLANS NDICATE LOCATION AND TYPE OF ROUGH-WSW OILY. PLWILIIPS CONTRACTOR TO PROVIDE AND INSTALL ALL SUPPLY. RETURN. WASTE, vENF, AND FUEL LATE PIPNG N ACCORDANCE WO THE FUMING EM LEEKS DRAWOIGB, AND CaNFC0186 urn ALL APPLICABLE CODES AND/OR GOVER ENTAIL MIMES IAVlG JURISDICTION OVER PROJECT LOCAUOSL 43 ROVING CONTRACTOR TO FURNISH ISHH ANV .STALL ALL PLUMING SERVICES TO ROWH•N LOCATION AND FROM =OWN 1141 TO E419184T PONT OF CONECTION. E: HOT WATER COLD WATER DIRECT WASTES SAN(ITART DRAW LIES, FLOOR 5W& FLOOR DRAMS, STEAM SIFFLY. STEAM RETURN NATURAL GAS PEL PIPING, REUSS, WON& STRAINERS; GAUGES. CLEAN OUTS. TRAPS, VALVES, STOPS, FRESSUIT E REGULATORS ETC. NCLUDtb FATAL EQARV4T CONNECTIONS AS REWITED AND/OR NECESSARY FOR PROPER OPERATION OF FURNISHED ECURIENE. NSTALLATiON SHALL MEET APPLICABLE CODES OR GOVERMENT A6OicES HAVING JURISDICTION a PROJECT LOCATION. 4.4 ALL FIOWZCTTAL DIPENSIONS FOR ROUGH-N5 ARE FROM FNISHED IALL9 AND/OR MOM 6RIDLNE TO CENTERLJ OF ROUGH-Mt (TLESS NOTED OTIERIASE CNN THESE PLANS, OR N S UB6EQENT DETAILS. ALL VERTICAL DIEISI0N5 ARE FROM FIRMED FLOOR TO CENTERLNE OF RO YANN AS IDEATED. 45 PLUMS'S CONTRACTOR TO REFER TO ARCHITECTURAL FLANS MOOR THE GEIERAL CONTRACTOR TO LOCATE WALLS OR STRUCTURES NOT ERECTED WHICH COWAN OR LOCATE ANY ROUGH/ -IS SHAW WlTIH4 THESE PLANS. 4b IT IS THE RESPCN15HWLiTr OF TIE PL(NBNG CONTRACTOR TO COORDNATE TIE PLACEI"EM OF PL1tE11 R01011-l$ NTH TIE REQUIREMENTS OF 11E OTIER 5IeTRADES. PLilc6NG CONTRACTOR SHALL ALSO NOTFY TiE KE . AND GENERAL CONTRACTOR OF ANT DEVIATIONS FR al NFOF311ATICN N TIESE PLANES A.RIS•'s F ROM FIELD CONDITIONS. 4.1 R IS TIE RESPONSES CITY CF THE GENERAL CONTRACTOR TO VERIFY TIE LOCATION OF PLitil3146 RbUGH-NS PRIOR TO TIE SLAB BEND POURED, WALLS OR CEL MS CLOSED. OR ANY OTTER RICRAC BERG DONE THAT CAJUN MN'EDE V£RF1CAiION OF TIE ACCURATE PLACB'ENT OF PLIYSWG RO4)GH -115 oR COORONATiO4 OF TIE ECIARB EMS aF OTHER SUB- TRADES. I LESS OTFERIASE SPECIFIED. 48 PUi'BNG ISZWEERICCNTRACTOR TO VERIFY ALL QIIR rENT5 AUEER RRtSIED EGUIRI NT NTH COP-R5 SELECTED VENDOR PRIOR TO ROIK+I -N ANY UTILITIES 49 RII IIGs CONTRACTOR TO FIRM AND NSTALLL ALL ROC'S VALVEStSTOPS PECE56ARr AT 110T/CCIJD WATER SUPPLY LIES FOR GENERAL WATER PHIS LIFE NOT TO EXCEED 40 PSTG. norm AT KRCHEN EQJEi VAT. 410 411 412 RIUITEbb CONTRACTOR TO DISTAL ALL KEN. FROvIDED PLUMES% COMMENTS AS NDICATED 04 (K3 SERIES EQAF EAT RELATED DETAIL SHEETS) 413 aloe Cs CONTRACTOR TO PROVIDE AND HSTALL N -LINE WATER FILTERS AT BEVERAGE EQARU4T AND ICE MACHINES, ES, OLE56 OTIERIASE SPE-GEED. WATER FILTER TO BE SIZED FOR EQUR" BIT RR4i51ED, MO PUNTED N AN ACCE56II.E LOCATION OUT CF FUBLiC VEIL PLII'10IG CONTRACTOR TO PIENVE AND !STALL AN ANGLE STOP OR OTIER TYPE SHUT -OFF VALVE BETILED4 ROUGH-IN CO WC110NT NV WATER FLIER 414 4.15 4.16 411 425 PLUMI314G/iUECHANICAL CONTRACTOR NOTES P L 1131 's CONTRACTOR TO REt15N 10 P 11AM1-11 WATER PRESSURE AT WAREWAS ER/ DH5HW4SHER. PLUTEWG CONTRACTOR TO RRI5H AND MALL PRESSURE TYPE VACUUM BREAKERS, BA0CR- 0 PREVENTERS. DOU3LE (NECK VALVE A56BIELES AND REDUCED FRE56tX PROICIPLE DEVICES. AS REWIRED BY CODE CR GOvESN ENT AGENCIES I1Av2 AIRISDICTION OF PROJECT LOCATIONN, HATLESS OTIERLISE SPECFED. PLIt1:3N6 CQITR.4CTOR TO PROVIDE AND 15TA - CHROCE PLATED P2+WG *VCR SLEEVES AND RUNGS FOR ALL EcR ED COATECTIG LASS, UNLESS ORIERZOSE SEEMED. PLUMB1S CONTRACTOR TO F1 RSS4 AND !STALL HAND SW UM ram VALVES FAUCET. HOLE 8I8. SOAPlTcWEL DISPOSER ETC. AS 1OiCATED BIM THESE FLA' 5 CUSS OTIEWASE SPECFED PLI/13.4 s CONTRACTOR TO RRNSI AND INSTALL MOP SWUM SERVICE FAUCET AND PAL HICK AS SPECIE° BY AR aiTECT. PW'8IG COIIRZACTOR TO PROVIDE AND .STALL ALL WIILSTE LNES BOTH DIRECT AEP IDSECT, UNLESS OTI#l015E SPEC/ ED WNW WASTE LIES ARE TO BE ADEQUATELY SIZED AND EXTEND FROM EQUREM ORAN TO FLOORSNC ORAN LIES ODRL FIXTURES NEST BE ROUTED TO COED S1 TO MERIOR SIRCTIREE. NDNFECT WASTE LIES FROM ICE 8445 AQV<) COLD STORAGE RX1IS ARE TO BE ISOLATED TO PROSBii SLEATNG` 41S PLOWS CONTRACTOR TO /STALL FIRE FRO1ECTiON SYSTEM GAS SNOT -OF VALVE RINSED BY KEG AT GAS SUPPLY LIE TO COGKIG EQJR'EM N AV EAASLY ACCESSIBLE LOCATION AND FRESSINE TEST PRIOR TO CO/ECUS TO ANY WAREI41. 4A PLUISPE CONTRACTOR TO WISH ANO MALL A GAS FRES91RE EGIJLATNG VALVE CAP48LE CF FROVDIG OUTLET PREP 1E FROM 4' TO I' IA FOR NATURAL GAS RUa„ AND S' TO T2' t . FOR PROP4E GAS REL, OEN SPECFED 420 1111/316 COUIR ACM TO VERIFY REOJRE84tS AMC:REASE LADEN ERSTE UM ALL LOCAL CODES MD GOVEAtENT AGENCMS I+AVNCs ARISOICTIONL OF PRO.:CT LOCATION FR(OR TO ROIJC404 -14 OF LW UN WASTE LNE(SI 421 PLire0 G CONTRACTOR TO INSTALL KEG RERVETED GAS AINOAOR WATER QUACK DISCONNECT 1106E A56E IRY F021 R JOH -14 TO ECUFISV1 PONT OF CaNE1ECT10NN 422 FLOTEIi4GS CQ4TRACTCR TO REFER TO EQlRV T ETHAI D DEMOS CH (K3 SERIES SHEETS) FOR KEC FUMED CCITONENTS TO BE WALLED BY Pura CONRACTCR 423 ALL CANOE. SATE 1 L.PES21.6T EE D CITED TOM VORECT DRA (TO BE SBER MON09S1 TE ORAN LIES MGT IXMMOKW =AY FTRA1CALL &MACE TO MUTATE GLEAMS. 424 ALL flU B 6 LIES ARE TO SE /STALLED UU 4 no moo l9.LSOR BELOO FLOORei F UMEER TO INSTALL IC.-S * R.W FESI.ATCR FOR ALL O•WEESE3t31L LOCAIE) AT =SRN COOQE. 4 2 6 A L L 1 I F E C T W A S T E L I E S F R C Z I K P T O E N MEMO SHALL BE SRNs A S NOTED 0 4 • K -4 S EWS SFEES NO SO DEGREES AWL° 10 8E MULLED ON! Y 45 IMEES arias WILL EE APPROva) ADD SALLL 8E RIVED RCM UO1 Pie CF EQA°Mea 31 AU. PERISHABLE FOOD MALL BE HELD AT. OR BELOW, 410E6 FAWNED AND/OR KEPT A1, OR ABO4, 140 DEGREES FAFIZENEIT AT ALL TIES. 32 A THERIIOI"ETER ACCURATE TO PLUS OR NNW 1 DEGREES FAFITEKER, SHALL BE PROVIDED FOR EACH REFRIGERATED Mt 1IERICT ElERb SHALL BE AFFDED. READLY VI5i8LE AND TEMPERATURE READIM SHALL ESE FROM CA.RFEST PART OF REFRIGERATED LINT. 33 MANUAL SA/STATION OF KITCHEN UTENSILS SHALL BE ACM/FLOW BY ONE CF TIE FOLLOIIYs: Al C.CNIUACT MIA MOM SOWTION a ate PARTS PER MELTON FOR 30 SECOl Si ANVVOR 11 ACCORDANCE PITH cI81GY. M 2IIFAGTUER'SIRICCOS OR GOVERO!' UPSTART C.ODE- BI CORTACT MTH/11100W SOWi1OH CF 15 PARTS PER ZILLION FORCE iIWTEt AND/OR N ACCOImencE UTII O IC&I. MAWFACRI ER /4STRICIIOh8 CRGOvEROG SA MMY GODS C)CCMACT RUN A MAMMARY Rt10Ni1150Lt1THA4 PARTS PERM UCH FOR ONE 14JTEI *VCR N ACCORDANCE diii CHEMICAL MCALL MANFACTi1ER I6TRUCTIONIS CR GOYEROG SANITARY CODE. O) CONNECT /ITN RATER CF AT LEAST **DEGREES FhttFNNEIT FOR 30 SECOND . 3-4 ALL PEW UMW SHALL I'EET NATIONAL SAWTATFOI FOODATION STANDARDS. 35 ALL EXISTNG OR USED EQ VLT SHALL PEEi NATIONAL SANTATIO4 FO M ATION STANDARDS OR BE APPROVED FOR 115E BY BIV[RCN'ENTAL HEALTH DEPARTMENT EISCIFCBIENT OFFICER 3b PRIEPARATiOI SW A5SEME LES SHALL NCLUDE IVO 1066'x12' DEEP /@0111 SW BOLL, UM DUAL DRAPeOARDS EQIA. TO LARGEST 5I ( EVIL. POT SW ASSI3113LIES SHALL mum TWEE 5NC BOILS SIZED TO ACCOMODATE LARGEST *TOME UTENS& 10 DUAL DRAWBOARDS EQIAI. TO LARGEST SW BOLL SIZE. AUTOMATiG SAFESASIEROSIMASHER SHALL MEET NATIONAL SANMATicN FONDATION STANDARD 1103 SPRAY TYPE ILAREMSIEROISHWASTER SHALL BE FRONDED RgTH A BOOSTER HEATER THAT MEETS NATIONAL SANITATION FOWOATION STANDARD P105, OR OE CO SECTED TO A RECRQJLATNG (WATER SYSTEM.INCHH iS CAPABLE OF I4.NTANN* WATER AT NOT LESS THAN I80 DEGREES FAfF1ETN.EIT. 310 GENERA. CONTRACTOR TO RIPIS.I1 AND INSTALL SMOOTH NONABSOREENT MD EASILY CLEATED FLOOR um A SARI!• realm MSS COVE AT FLOORIIALL MOIRE AND EMEND 6' ITT WILL GEE ARCHITECTURAL FIST SCHEDULE FOR SPECFICATiDIS 3A GENERAL CONiRACTOR TO RROSAI ADD INSTALL SLOPED ROOKS TO FLOOR DRAWN t50 AMAX SLOPE) OR PER GOVERMENT ENT A GENCES NAVNG .ARISDiCTION OVER FROECT LOCATION 312 GB.ERAL CONTRACTOR TORPOR AND INSTALL SMOOTH NONABSOR DTT RSSEFD WALLS ANO CELIGS MTH WiASHIABLE SURFACES AND LIGHT N COLOR URI A 10% LIGHT REFLECTIVE VALUE. SEE ARCNITECTLRAL FIDSH SCIEDILE FOR SPECIFICATIONS 313 USING SHALL IJE PISTOLLED TO PRO/OE 50FOOT.CINDLES OF LIGHT CC ALL FOOD REPARATION S FACES NO ALL 111R(I45800 A:EA& A KMt31 OF S0FOOT.CANIXESOF LOU SHALL PIE fNOv ED N ALL SALES ARMS. V 9I5L AU STORM MEALS, 1•0 N LAvATCR1rAN D TOILET AREAS. 50 FOOt•CAN DLES OF LIGHT P115T BE PROVIDED N ALL WA.K•/4 REFRIGERATION NTS AND DRY FOOO STORAGE HEALS. ALL LGMS NSW EQJF{ NT 11351 E SHELDMO N AV APPROvEO X4111132 314 WAG_ CONTRACTOR TO PRVDE ADO iSTALL APPROVED VENTILATION THI3CIGHOUT ALL KIUCIEN AREAS 51100111 ON THESE PLANS ANO REASONABLY FREE FROM EXCESSIVE IF-AT. STEAM, COOESATION. WIZ VAPORS ETC./ ANO A REASONABLE CODETIO 4 OF CA'FORT FOR ALL B'PLOTEES TIC CNG N TIE FACILITY_ 3b KEG TO PROVIDE A WALL IJNG AIR CURTAIN (FLY FAA. AT ALL DOORS LEADING DIRECTLY TO TIE EMERiGR OF Tie FACILITY FROM TIE FOOD SERVICE /MAUL APPROvED ADO RATED AT 1600 FP1 t AS PEASiFED AT A DISTANCE OF 3' ABOvE FUSED FLOOR Doiqiq HEALTH DEPARTMENT NOTES • MIN COME I S I 2 REVIEWE CODE 11 -DING D • • • e 1 1 I TriMark Raygal foodttrrioe Design, Equipment ad Supp3es 2719 WHITE ROAD IRVINE, CA 92611 -6269 I [ 1 949 - 414 - 1000 F AY 919-ITI-1122 1- IA11:11111N6Sl11161Lt0Y INS Ow. &•J re'x9' C ryas at re wa Velerl at Terve. PNJi eh: ...op eat be Tyco- •cei staid or del ty 0.0e. • pal or •de.. ere wo:tte, p•.T :ss:t.• d I T•ryi Pm71 e u ' g a y e f t s . fry I n k ! d c s to 1•6 - . ,t M bprew< • v a9 Iv T;mot Ry d metre se% .7a s Ave I • tM eesews;i'1 c" dye as trio peeu to nue ad bean's yr*'.o..n at etse to-. Sr•. m.reen ndrl.g �. tct d ..sees Vecsrrleas . r :s ebe are tm o4ft:e damdaa i,.•ob pa;i el eat z s. -e rl ,tiewatbe I . 4e =wok d saes iea'•ca . I:t tr s. cvraeas_ er_. ?ire re U c i'r- aA ih n csnrtrs per.w+rx`b ste.uie - >c , a• terms gb: it re 9Ur5 eG or..a ce tY •erd cse- ;Wt.s 7.ACW.'lda3 b p&@' . (MI 3 to f'CO. ( tI..113. bwaS br'i^Ss. et ) ae fa ♦e sae p - e d etti yw.i rea.Xaer -Y. ePre 'd ■x tp re c• W a l: te* sd p+ra to e•.jeerhg 7 sd4g oe ores ea tepees as 'bibs ivy, 'Ursa bob .a essra re •cc- s e ,r t-4.-e•4•2 oral- R es .7t oared >1/431 I. ty Vat ge eel eat-x.2r kidow) CI rw/ky•:-. Cr.e red «t ee e-1 d ems $ etiarent ce4 e.- 0.4h; * %%Is or ay orb pa's Gt rs re 15,+e s,r sn tai I e• Lets Ind b in Prot tent correct J se becredi be i.icded a• Vis pac i J 's rd spedayy iJtbd on Ks sem i a sat a pot el S'ase& O l crizt rd SW Se yrvite t • uses %MS avp ■s =n a ewes we/ b .s.a close bet wad whale a e sotpn_xar d re geed cosYxir a ors c•_ mew recraal el mca casts tee eye 9.erN. meets Depot adue .cos. Fee Prpt. etc ) a eke ges .p Pe are. r es.sed or Cry am Arson wfiee d Taira t:TAI •7 oa •• tI b aka des:g•. ttis pees Meares wed you s,ta drays ad wed card be cerse'ed vei we cope,te caradoes at rode ty t. a *yid. 'War, ?is vim is aC-I- ta tact d keehnecce m Ws On •.es tees 1'Y-4,-r_ o d ecmpaed .a deer rotas (etsyc a t dos) s'd oe'/ :casheeec.as. e.-os, ktgges b cr4- eon •re tee" Mated • eev• typ co v: ea tarectaz text coo a rg t.ea a or_-eecaq of ryes rrer$n. era *Weed oYaree . a I e meet lye s.r A es• i a ogee: xeoe occGeace d bk. •i=try Or ratty pats ad scored 0: re re4.,e t ci I s'.o• 6y zt- 4ca te pr >>ee ., re pk•eer • tactic: ri• *tercels IN.cree a ke phe O PROGRESS PRINT 01 -16-! R KICK OFF SET 02 -23-01 X HEALTH DEPT. PLAN CHECK O BID SET PLAN KEY ❑ DUDIIG DEPT. RAN CHECK ❑ CONSTRUCTION SET ❑ SUBMITTAL DOCUMENT -Er sA_VEER 1m to a RECEIVED CITY OF =I PEMIT t'L. W Z 0 +) C€•'ER : Tra laic R' - CPta' - -------- Tr. oarric :?a:eIId Cr£C to _ TrlKQrk R:otiool t{Jr . As doted JC eSER : 5024 - - S �a St T tE ECU a e RELATED NOTES / MAN COO:GIN6 ROFJG+! -IN EL EVAT:ON K-3.1 cr SrEE'S 8 A I 2 1 • • • • 2•-0' 171TLLIALL BACK6 RN STUD TO STUD AS RE OVER HANG r - 4' I . • ELEVATION 0 STI$TL CUSTOM NAT SW BY KEG 0 DECK MONIED FAUCET BY PLOVER 0 PAPER TOWEL DISPOSER BY KEG_ 0 Ii I C RIMER CAMEO TO FAUCET BY PLUMBNG CONTRACTOR 0 SOAP DISPENSER BYO PER TO 5L13-FLOOR LEVER_ 0 V ' ® • • SECTION C C FREEZER SECTION o MILUIf6 PIALL NUMBER NOT USED O P- TR;4P/STRAIER MAMNG BRAUCET BY RUhSNrs CONIR 0 WALL BACKNG FERNISTED AND INSTALLED BY GEN. CO OR O c*LK I T•O'i AT 1.141.1. PENETRATION BY GEN CONTR O q QA5/5 SIFPORT OR(TS READ a EACH 5W. SY KEG. NDTE: 1) ALL RUORC 51IOIW TO ee RIA'15FED AND INSTALLED BY GB R4L CONTRACTOR MISS NOTED O1IEF4i $E) HAND SINK MOUNTING DETAIL I S4• E I 0 a 0 MARRY ILE BY 6G. O TLE GROUT BY 6G. O WARD PACK FLOAT BY 6C. ® 11/4')CIUVX1/4'TIIC56ANGLE FRAME ASSEMBLY RTFSNIED I NSTALLED BY KEG. O 16 GAL SrS ANGLE MOTORED TO SLAB. FURNSIED I INSTALLED BY KEG 6' NTS e i A 10 QS SLAB EXPRESSO! SEE K -PLANS FOR Draws I e 4 IrI -. I== 1 t -_ -- I i:_=. ! IT •i I 1 :11.177:1 I ANGLE FRAME ■ GRAIM AS6E1 EILY v li - - II 1- -I i . _ -I I 0 GRATI 4 6. MUSED t WALLED BY KEG. Q WATER L PRRIOOFFING ATERIAL R!1@I51ED / ® FLOOR ORAN RIMMED a NSTALLED BY PL!/"BiVra G 1URAGTOR o ED FLU OR IO CONCRETE FLOOR SLAB. DEPRESS Al FLOOR IR0.16It SEE STRUCTURAL MAILINGS. • 0 e A FLOOR TROUGH ON GRADE SECTION • FREEZER MALL 'COMM OF STltETRY o ® I= MMBER NOT USED I - SCALE I 3' : 1-0' O GOLD STORASE M -1.. BY KEG ® WARRY IRE AND COVE BASE BY TILE CONTRACTOR O 6AVA\IND STETS CHANNEL BY KEG O BO PELT S _IFS EET BY 6C O RANGE TAPS O 24' OL. BY KEG 0 0 EURDINS NALL Erf 6EN CONTR CONCRETE BACK FILL BY 6L_ GOXRETE OR ARrDEN BY 6L- 514O01II t LEVB. COCILFIE SLAB BY 6&1. CAK'TR TURD LAYERS OF 2' URETHANE &CATION Cl 0 W.D swots( Tax • 4 t r KEL. 2 LVAFIORATOR BY KEG. 3 RAW HOT U5ED 0 r GLEARAVOE EETID]t DRAM L € t GOLD STORA5E POOH MALL O r DIA ALR HARDCOVER GRAN LEE ,war ED BY PL. 11•L PITCZI : r FER r r : MAX 45 DEGREES,► NOTES A EtEGTRK,AL GONIRAGTOR TO PROM i MU FREEZER WARM HEATERS B. ALL YON 51ION4 TO BE 60E'RAL CONTRACTOR. UN.ES6 Ofl& OiE A101� • L•, a < SECTION 6A TYPICAL DRAIN SECTION • C0O -ER } AU SEE ARCHITECTURAL DRAW"!GS FOR ADDITIONAL "FORMATION. COLD STORAGE ROOM DETAIL NUMBER NOT USED 0 < e a a • SCALE 3r4'ar -43' • e L O t AM E cum? TO IVLL PRINWED ANU PGTNIED BY PC O ? PEE tam BY FUMING GQId• ROM T OR F1 O 6' IC6H WARR( TIE BASE AROI?D RIL PERIMETER OF MALX -M GOOLERIFREEEER BY TLE CGnRAGTOR O LUE OF FN51ED CELES BY 64. *T- •6•43 AFF SECTION B DRAIN LINE IN COOLER i DRA&I LEE TO BE l RATED NTH 1I?' lO MU. ARMED! IMAM FROMM ANU NSTAUID BY Rt*Rii CO RRACTOR MST BE SEALED TO GRAN PAN 12 ND ALL JONTS C1.G C 3 DRAM WATER TAPE FROO1EED Vri NO WALLED BY ELECT. con 0 FOISTED TRPt BY KEG HERE REQUIRED SEE DETAIL 6 FOR FLOOR CONDITIONS COLD STORAGE ROOM DRAIN DETAIL FRP. rS-ANOTARY PANTS 5115 A' LE BY K. E.G. TOP TO OVERLAP BOTTOM MEN TACK PEW Se"5 ANGLE 6i' KEG f RECESSED USW FIXTURE s' TYPE IC 6Y'. 80. LAP ISp_=iV(2) 5G5MR5 EJCAT 5130, Tr. FRE SUPPRESSION SYSTEM L KEG RINSED AND &STALLED CONVERTS AND FILL CABLES FROM* CAME, TO ( V?' OLlM COWART o ABOvE MIEN MUG BY ELECTRICAL 2. KEG. RR■IED ADD INSTALLED C$6`6CAL RPM FROM A I. CABNET TANK TO KITCIEN EQATi c' SIT MOO ROOD 3. F&1I,5IEO CEILING BY ORAL CONTRACTOR 4. KEG WISED AND INSTALLED ANSI- TAAK 5 KEG RIMMED AND INSTALLED ANS(L COMM CS.BirET MR SNAP ACTION SAITa1 b. B.ECTRACAL caORTCTOR WISED AND INSTALLED C .»ACTION Sax (OCTAGON BOUM 1/? OLL"ETER WPM GUFF TO Q' ABOVE ROBED CRAG. WIRING DIAGRAM FOR ANSUL FIRE SUPPRESSION SYSTEM (ELECTRONIC GAS VALVE) I 1:4. 07q1 __- Ii a'••• TO 'A 4 CrO0!QL4JE NALL r - * k.4 # :{ 3% le 20 6A. SRV5 • T6 oa; 215 . x166ASRL* • &V At • WARNER Ci COOKLtE SOFFIT SECTION DRAIN LINE IN WALL 0 SCALE I SCALE He? . r$ • 1. KEG_ RR AND N6TAU.ED MANUAL ALL (FLUSH MCONED.L 8 FN1SM FLOOR BY GOERS/ CONTRACTOR S. ELECTRON. CORRICTCRRRASED AND WALLED INTERCONNECT/6 COURT AND MORAY: TO �rRKTOR RIMED ADD RIVALLED [ KEG. RR 5IW;VaLUAL RESET RELAY OISTALLED BY ELECTRICAL CONTRACTOR Q SOLWAY, OPERATED 6A5 star-OFF VALVE BY KEC • ALT 'CATS CLEAIROUT cLFArDaT \f'2\ i ) ... G�i 0I STEEL STARLESS STE 6AS CG1IEGTOR MOTH RASH- TO- CONNECT COCK DISCONECT GO PUNS O COILED RESTRAINING DEVICE 0 BULL PORT 6A5 BALL VALVE 0 NO DEGREE STREET FILSON moteedetiMTION _ -.- s r.�r mid ALT testeeLeacee ' ` \� �� � ■ - / - - . `_ .- W ' F_OINTl SAS Wilke ' L ('A EOtlPUF-ti. REsamyetpicreas�CTKp- i PLUMBING CONTRACTOR TO INSTALL KEG - SUPPLIED 6AS CONNECTOR KIT REQUIRED FOR GAS EQUIPMENT YHICH CONSIST OF THE FOLLOPIING COMPONENTS: GAS QUICK DISCONNECT DETAL MEND LOOP AS ir.6H AS FOS6'9LE ■Vdi I RE IE` :: E± F+ 1 CODE CO'-iPLIAi'' CL y pI Ar O 1 . T i! c a t t ^ 01x10 L U I C ell. AT:a/A1E PANS NBIANSeVeT VBtTUP TIM MALL ISLAND WASTE & VENT DETAL SCALE I HIS SCALE TriMark Raygal roodservice Design, [ppncn1 and Suppfi¢s 2719 WHITE ROAD IRVINE, CA 92614-6269 1 949 - 111 -1000 FAX 919 -414 -1121 [- VAIL T.a p i e•O tee det9s$ fare ve Pa s:* peewee k_ P e+• Ia--, act to revedoctd. clo d v ,.el by von. a pot & ebe.. eaa re rte+ ie••+RS�i. a t T-e,crt Farr, coma" •L=e& on beset avows to t+s OI" drat tie Wt -•r4 w e-4•3 h Foca - ,. Wye SAS eon % dare a s tee •esersNry d afro .s a ?a or. to terl t•4 term - tsr3a .•r d et ,.o a terra+ i•C1r7•.g cry (It of Wet. V terwis r. I-4 lb en te = 'Joie* elates Y. R-irt .i set 7ta. -e cry re;.o•.sirRy ty t* occ,xy d she ink reds idlcetys. ev &od&t. etc ..1 tM Oos ve h cv!i- d eeornct- I Cl Ns Or .:'. : e iC Vt. al i+Yra co this toe to re gird ter: bra or a 9.r• cv- trxta's sbcv`xbrs to Krivoi td.. eed%cd. cvtat .:It 0.41.4/ ci es) rse tr t1. ac* mete d e;iprerl detour is rose b re e..e• • owectsd Ora ty e•le*aa a Ws.; ce tens rat Wei ty Fitch .Rye vows Feyp .s sce bare try moo - saiy 1r teOrr e; rood I tr'S-j .: s Yet, spot to by t•e prod ce.to.ty 4tlrfe9 'd r^:1 cos -otars era d this to esiTra.e 2.1 i1- ctrPg N troop v :-y env beds Cr rars te *e& ft.' sat: t cy c .Ye e a T•s+at PAO crest♦. l al :colc-ty De 4.6ccy .. Cis Kegs e t e Rot s eacty :eked o On t 4 nt a post d tri+at .L1le. woos •-d v41 Ge wide'_ t, Wert T-ired ;tilt .1 e:a,re so 'aiorsaay to ess Cole ty Ire rod coreactor & • s ortrat r d t'e pore-, eve.-etue v er c•Oyes nod rectors, ty tad codes (rctv6.r bib' ants Cepat &Scares, Fn fep&t. ex) a doves y re w , o'vl+eet ce cry ohs ;ewe ./side d Trrees pagd . s e bcrtr Ic Ice deOr. Ms ;V. otters ...id too sal ~go Red esti moot be ese cc d Cott t+e avoK%de mwcten ore r<de y Yuri %gat tbig ?C ys1 is ere- tone ttid et i r_Ceae et v4 piss Ills ter arva• aid ccep ed .rI d+x plies (e.a acehc'rd ptms) o'd try i'cria0e.c n. ran. erstigites of v+s- eAls tare Gem ttStomat tee b ir.7b I ;i tr repo tw.edvs. Ware trcpItog Rib or eo..ronag 7i .his !Conde-. e o od65o.d dcaxe .ti be rode eo wens t o *yeti Give ocser,e3rce ct sex tray* er ert%cd pots ad rimed .?. re el.Fess l es d to+6rt 7r suet ee Krtiietd ty re Kerber o eect:c s. .2a s ecec :y C.6cCd e. Pis 01 -16 -01 02 -23 -01 PUN KEY • O BID SET O PROGRESS PRINT DC KICK OFF SET S; HEALTH DEPT. PLAN DECK O EVIDNG DEPT. FUW OEOC O CONSTRUCTION SET O SUBMITFAL DOCUMENT FIEC •;_O CRYOF I'4;•� 2!.:;.. i PeitaltegFA CESAAER Tri +mac Rol t - ?.& "1 Tre Ri iI CRIMED : Tr, .ark Rat C F 50543 S/-*ET wide* K-3.2 s- EE: Eai'..°. E T R&►TED DE.AFL5 StEG T'S 1 • ROUGH PAD FLOOR SIN( BY PC. PAD FROM NOT SHOU.N. FINISH PAD PC. TO RN DRAN Lte'E TO ES.CR TROUGH BEFORE PAD FRISK IS APPLIED GC. TO BACKS-ILL CHASE AID FNMA PAD AFTER DRAW LW HAS BEEN WALLED CONCRETE PAD DETAIL I S HIS E 1 15 r I I TOGGLE I 1 SWTC I I I I I 1 I L 1 6RK RD BL WING DIAGRAM NCR 6. 6R ( 6RA, t GRAN FOOD PIA.R•ERS-YVTOSGUE 5� t OR DEVOTE Si I PLOT LIGHT OPITON OPTIONAL PLOT LIGHT RED le 1.6. PIGTAILS PLIORENITS PROVIDED OR OPTIMAL CORD I CA° ON PORTABLE MODELS f I OPTIONAL PILOT I _ LIGHT --( I I 7 —, L2 O r L 112 L J DFN1E SNITCH i l J WIRING DIAGRAM FOR HEAT LAMPS SE 20 NUMBER NOT USED 25 ii Ii I ; I' i ! I r II_ OI BUILDING WALL (SEE AQCTIt PLANS FOR TYPE) O FIXTURE BY KW. ® BUILDNG SUB FLOOR t ' - O ISGA GAM METAL CURB SET ! 04 ROUGH FLOOR BY KEG. I t (W/ CONCRETE FILL BY GCl O MARRY TILE/SASE BY TILE CGNTRACTOR I I 06 GC. TO TRIM TILE FLUSH UY TOP CF ! I PETAL CURB. AND SEAL RILL PERt ETER OF BASE TO EQUIFS`ERT. O WATER PROOFNG ON FACE AM OVER TOP OF BASE BY GC. J� I. I I : / - • •• • • i 0 OPENSION VARIES SEE CURB tJ&YOJT • 04 K-6 SERIES SEES. NOTE: ALL BUILDING SIORC INDICATED TO BE BY GENERAL CONTRACTOR UNLESS NOTED OTI€RIlASE METAL CURB DETAIL I :5 Ms E I 14 / \ / \ I: \ / ICE MACHINE \ / IC \ / \ / X / / h -r1 — -u- — • SEE K. SERIES 5I-EETS FOR SIZE AND LOCATION I QU.ISE E3NT5 CEILING POCKET @ ICE MACHINE & BIN - FINISFED CEILING POCKET TO BE FULLY CLEAR OF OBSTRUCTIONS ICE BIN FLOOR TROUGH FINISH FLOOR FINISH CEILING SCALE 19 I' X5'(QXt25) GAL- ST1.. N"PPLE WITH VY LOCK NITS AT EACH BO. I ELECTRICAL CONTRACTOR TO PROVIDE I NSTALL Cann. IME5 I FITTNGS ELECT:74AL CM TO 36TTLL EYS ATM. h( 5' (Q x 05) Kc LEG, LIT PxI.QES TO BE P.RED LOSE BY KEt: ALL DASHED ITB."S fEWC `iSUTY OF KE,G i C.S.R. LIGHT FIXTURE DETAIL SCALE R's 24 EST MGT COLLAR GM I PERIMETER FLAKE SHIP LOOSE HANGER RODS BY KEG HANGER BRACKET BY HOOD MFR. 3• x3 "166A FULL LENGTH ANGLE BRACKET TO HOLD ) FLAME GUARD TYPE I FILTER 3' AIR SPACE GREASE CIF' b' M t MJNt OVERHANG FROM a/ mot EDGE OF COOKING EQUIPNFNT TO EDGE OF CANOPY HOOD COOKING COUNTER MOTH COUNTER TOP EOUPIrENT TYPICAL. t z TYPICAL HANGER ROD BRACKET ISOMETRIC (FROM FRONT OF HOOD) HANGER ROD HANGER ROD MiT PRE •DRILLED HOLE, I/2 ACCEPTS � O IV32' DLit` HANGER BRACKET OFFSET " FROM EDGE O F 2 H O OD HOOD DUCT SECTION I SCALE yr r —o' • • SE RAN �1 P2 194E0 BVLD6 INTEL GO TO E FAD TO NEE TSWIIELED SMOOTH NO LENS a\ STOP Ida I.'4' 91OFty CF P2491 CONCRETE PAD CIP O S Fad FLOOR 61r (E CARACTOR 0 FLOOR Sate NOTE. I) VARIES SE CUB PLAN T>Otc: TO ALL MAK 90M TO 13E Be bL CONCRETE PAD DETAIL SCALE \T 23 BEER PUMP PANEL SCALE 5 13 CONDUIT TOP OR SIDE ENTRY BY ECG CONNECTOR BY EC. JUNCTION BOX MOUNTED HORIZONTAL BY EC. WALL C' OUTLINE OF EQUIPMENT BY KEG. JUNCTION BOX AT EQUIFhENT 90 DEG. SEAL TIGHT ELBOW CONFECTION BY EC. 10 FT MIL FLEXIBLE CONDUIT AND WIRNG W/ SEAL TIGHT COI■ECTORS BY EC: Doi J-BOX DETAL FOR ICE MACHIM S I V 17 3'-0' MOUNT 4 -BEER RIP PAINS BEH V 'S' CLIP SI•ELViNG TYE iYP'CAL BEER COOLER PLAN 30' UDE x K' gal 4 -BEER RIP PAM rONT 4 -BEER P11' Pt41EL • CENTER OF 36' UCE SEELV x FAC BEER COOLi3? DOOR BEER KEGS EZE Oki UST TaR OF 4 -TER Si -EiVS6 22 JUNCTION BOX FINISHED WALL METAL SAID /19 2 NOTE: 1) SEE EQUIP ELEC. PLAN FOR SIZE AND LOCATIONS a CORM ANS (FACTORY ELLS NOT APPROVED/ 2) ALL Uk I ( SHORN TO BE BY GEN CONTR (EXCEPT CONDUIT RN AND FULL BOXES. TO BE MIMED AND INSTALLED BY EC. Ca O SECTION ® PROVIDE Z4' HPL PAD BE S FOR BEVERAGE LIMES O OR FOR BEVERAGE LINES OR NSILATED REFRIG. LIES (TYPO ® FIaSFED mum � ® FI LIED BUILDi 3 WALL OR 11LI.WOIa: COLUUIN ® 6' X 6' FULL BOX II+ICOvER UIrLE55 OTTE J5E NOTED (F 511 MN ON FLAW STEEL ROD N -EQ BY ICED. SEE S'rR T RAL DR.AINGS FOR CaTECT!04 HOOD ROD HANGER DETAL SECTION O OJ LPtE VeiTLATCR BY KECleYP) SCE FLOOD STOP DOGS FOR CQ+YARAT1OIK O 8U<CH 4 6 MI. BY G.ClAt. COMACTOR TO PROYCE F:€ RATED PER APPLICABLE CODES) ��f 0 STRJCTtrRAL MAKING ((SEE ST'.e7CRRAL. DRAIAs6 FOR EXACT DETAILS). V LIE O F?479 •ED MING BY GC. ® SECTION FNISIED BOOR SEE PLAN FOR CONTINUATION OF CONDIAT RN WATERTIGHT SEAL CONCRETE PAD V HIGH QUARRY TILE BASE DT TILE CONTRACTOR FIRESTOPPNG 3) ALL LNES ABOVE GELL% T'UST BE N EI1T CONDUIT. ALL LINES BELOW SLAB ON GRADE PVC CONDUIT IS ALLOUED. CONDUIT DETAIL I S Ms E 112 For best performance the Remote Condenser should not be more than 33 feet above the KM Icemaker or no more than 10 feet below I. These stances are measured from filling to fitting. Liquid Refrigerant Line 2112 inch Dia hole in rod for tubing_ Seal after installation to prevent leaking. 1 Electrical connections must Discharge line meet al bcal codes. Remote Condenser ICEMAKER fan co on Liquid refrigerant km ICE STORAGE BIN ICE MACHINE CONDENSER DETAIL Electrical Conduit Access Discharge Line SCALE NIS 18 I RECEPTACLE SCALE FIXTURE SPLASI -I BAACKK FLEX OUT OF WALL TO FIXTURE MOUNTED RECEPTACLE OR J -BOX FLEX TO RECEPTACLE DETAL ":5" 5` E 16 CURB NOTE: I) GC. TO PR' 10E 94W AT :VAC -LP AR DUCT AS RE OD BY CODES_ 2) KEC. TO FROvVE CIE ROD E6+LV M FOR EVERY 4 FEET CF VB4TL *TOR OR AS MCAT 04 BAD** LOW FLAK 3) SEE II 94DP ` 4 DRAG =0.?r0RE O euriiort 21 i • • • • • TriMark Raygal foodseice De4gS Fqipai¢nl and Supplies 2719 WHITE ROAD IRVINE, CA 92614-6269 I[t 919 -111 -1000 Fill 949 -111 -1112 [-IIILIRIIIN65lRITt11.I0Y 1•=I or w re *Kira re• tie Pa sat racy r J T -e P: Q1/ rat r.4 .:t ae rraeeckt. dredges ce uses t, a e t'c v?tt.terrs s c'rl a e•r:K e y � tram k desia3 de:OY1 to re por one Se woo! . rei to Few% Term Woe Leh . a Is e.•e it a tre rr.; - L•f ti OW4 .gig tss (Je' !; riot re te:v -e ar.Ser .0 al elomenn µc.+ Mri iryf y r e Et :e re• xs Waseere't3 as Ks B ar Of er" are} r - kaki Dart .1 But csee aY •es rsDI.r to re orcvacy of sxh Lear• —. c F 8t•tW7, et—es/Sox et s•!i Ks Poi tie to errs os ilr-.ra. rn ti ec+ . z tse Pe s'e. to •10r0•1x on ra ta. •J :ee gory : 't Xt:r a re greo cos - •.ztv a Steotisccos v ;tern (eptieg. a rlQ. Wk. aosi'q .pee; etc) are M re sot ;wpm* d e x;.ie -r : Krdce 's role eo tv Wes at oweel : ey e..f ee:isi or trig dlePai rat skref ty 1 a %+ %sin31 .1 .R asset n moot- s-Vey e:r eti er ; reel AS NAV; Lys t Brea s•el M ty . e gar$ c:.&rrx irddng all .setel -;" and fad cvre:!n rl a r.is b Ipia.calt od e- el:6Ny d Cress at Cry a er pars reeds x sew ! . wit wok I ty roe .sa s e Triode Penal c boo. t .7 Weakly be a *•ed m t►s:Isrt 11 is real vatic* "edce•e. a rw WA. i is e l a Pet d Di-as !ygd car-sit and id ae r,i�e! c cres. li e% i41 d asset ae revere ebt -7 ss •ar axe ty weed calends ar a stcV7X•-0r d re ger7 cv7oct o oy CA796 +role arena) ty bas cows (exacts ej wavy. heaw2 Depot wSnoees. F re Crior_ ea: ) k 3eeges ty re C.,... awed ce cry :*p cane aesae d Li • P-ygol . orbrt to tie des:, 'e's ,ce leaders .old c41r Tali cMV1ad writ e•:wtocryetedu' Ewexvx +fi corieWis ore r:ae n :-ew Dl'gd Win Zia atm s ao-]- tare .::. d :l: o. `s :tan nos been a:=ed and gore:. s are.. Nos (nesop:e. achlecFJd pre) rid cry icsroreres. lint. o tigefes at o.n- w Awe :Bee re+.ore1 t: frne Pare to reel combos aware cxre'Jng or c: -..exec et •7.t errJar. Ao aoStoro al wree .I act re* Ike vice ere Vtss .1 is agreed team acce;:rce d tie obrting ar !ems td CAS re! %,^ores •t% : e r .r.t is 9 esaaor: rear roe W >•:rEec h re ;.c-Tx o elocrcce celSt %r se* ecetee r r tie ❑ PROGRESS PRINT eI - KICK OFF SET el -23-®1 • HEALTH DEPT. PLAN BECK O EWING DEPL PWI OLEO( PLAN KEY ® Z co L O Q Q w I Z 1- 0 ■ 1'- o Z Q O 0 Q � di) th F- w 15 W im TA c W e o N CESKAER • 5I EEEr - cL SrEET %LlINGE i O BID SET ❑ CONSTRUCTION SET ❑ SUBMITTAL DOCUMENT ITEMECt alYCF eft 2'. l��J PE.V."ITC' ff TrT' Racgdt Trinarik Ra4.31 GEi�:u : Tr •,..: r, R T S - - - -- Y — – lee wueE? : 5/ EGLAP Z i RELATBp DETAILS K-3.3 cc —Ee i 3 2 40 J • m I► • Ive :v , 11 II . • I I. .j. ,, ....5. • 16] It • • •, Ir ' , •, fi • ... .,• >•..•: \ x • • gleg b 1:. ,. E ._. i • • ;;. r Y • I; j •I • • P :IROy901!Pf0tN0 ,4 caakNTukwlla • WAINItoMn IukwIlask41.dw9. K•4.1. 242/2001 0:31:30 PM, damn • j • • I \� ; . 1, I ' I' I1 • 1.. • y .. ./ 1'7.11 , III ' ; I I I r!� I • • 1 ' • j • , ••..I ,• I1 j V I i ! I 1 • 1 : : ! \.1 •...• . . .... ....r.w.{...•.. .. _.r. -1____ - ... . . ..f' � Irl.. __...:1' ?•� . w r.. ...V...••....•. ........... ....r.. 1+._.. t..•..... 13 .1.......�'w'.._3rw.•Ji..LO:.. '.. i'_Si�..L..:...- w:..dY:�1.ir::_L'�'.��::.1. 1 }�1 •••14.. __w .....�- _••..._.. ... _.. _..._. .._.. • ...• • 1 1 . . I- M I _ ...�1. ,.1.. • - _.... • . �___ , _ _�._.�.� 'I ' � � J _-.1 _I ..flr_!_ it •••..� + � .__.. r.. .r..wr_.�..r. •� ____.. I �...�r _.�.._...�w�___ - - - .wr� ,._- .._ _.. I 1 1 ; I • ` _... . !. , n I I � .t L.- .- ...--- ,. .. ij . • �'i"r`'u"Iw`n' I �._ 11 ' y .r_.r. r.•, »- c.- ,,.._..y , f,..- ;._�.......�..y'.. .� -^ - - i - • ., . r -w . ' r •- - A � - -- ---•- '� '-' • • • • � • 1 • 1 .�. .. ..A. I A - �._.._..,..._ ...n......_._._. I ' 1 I {I Il _;. _ ...._. _.., I I I - --.. , I .. .._ 1 ' ' • I' 1 I { I r•l,. '''' 1 '1 II II Iii I I II .: !1i i L. -� !-_ _.._ -!�.- - _-- � , - - -••,� 1 ri � _• • tb ' .I ii I " ,; I II i, ; j1 I • I _I L.r. I i'1 t ! I I , ; I 1 j I ,l I I II I ° , I i` I I -- - --- i I , I 11 Y i i:_ h1. ._ i ' , I. I • 6 i�....b + �j... ... � ;' I �l • i l I I I ,I 1 J v r _1 �' '\ d ... ......... _ _ I , : I { III ( ' '� -- - - - ' - • .1_•. - L- -' n..- .w •,•.0 i . If; I ] f I I I I �+ •'. t l : � h: ;l I I • -_ -. -- _ , ...::,_ -.. i ".. ,. I 1 I. , 6 i I I I i 1 '� I ...,,,..... 1 11. II 1 I ` "7 • . I I I' • • • • • • • • • :I I. • • • • PK 1 , I „ �, ,II d4'' I i,II . • I . • III 1 NI .J1 C:__.- ' • 5 -pi' ..L4":�'Ir.411i••,;11 ,TLz'•1ii I :.i • I '1.1171/..1}.. • ....t4:l�•_ _�:` .'•�,'rl I I II: _. ? :(; •J .l. 1'1•::'1.1 I1. • .I.1:; ' J L ,,.. : II is .>rw�1I..�ww4• ..1I 1 I • I ` �r OW NTT. / . 1 I \ • , . 'l I' • ` � _ III I :I r r ,^ rrt w•.rw� i :t j 3" • • : �It• 4a • I d • • i1'- 11'; Ij : 11 ' . . rrli' .. tiin' •.,, .. r ,.: , I' 11 Illy 1111 I III I' I 1 1_ . ii ,,. 1 kisrt- I e ae'« is 12'. ' 1 • ' , VIII I I Ili II` -1..'. t 17 • :.I 1.1 00000e 00 ill ,r ,�' h �� �N �� , DI I IP 112 Pis ' I/1 ill hi a N 6 -c i lb - a - e raesecakea r acto rx NEW RESTAURANT CONSTRUCTION WESTFIELD SOUTH CENTER MALL 205 Strander Blvd. Tukwila, WA 98188 I .... ...... .1 /'. `: \ . 1 ! ..L .!::-r. ‘.t. ..‘.:::'.. : a4 ,.,. 00 00 0 , _:: � 0 000 ., ...: 4D - ._.. - _._. . +.fi t•:,...... _.... -.. � - .. .. ' .: - � " . , . - • �• - 6 1.. 1 4I L i. t _ � '• � '. --IA • -- ' • t . r .. i ... -. I I 14 . r .I � ' ? ii ! n •� t�..�,7J �: I • I' ��� r w �w, r- .rr 9, r� r fir ,• 1 _ I I �,•_:w._.�1 I j r' I ..r ' r -r - - - �". • I 1 'II •� i t� � . . _ ! L L i � ., X11! A II I 'II ....�., y �{j l ' � -_ •= _._ •` j I -711114! • TITHE! .(��r .... . lp . , q t- I: r` , .4, • smut : w , ,� T T ti•1 • J2b9&' II •• I241, 1 1.9 11 .. 1 . 1 ��i: �•rr ,,,... V21 R .t Rt4 P .• .II<r�1.�wwrl�sl .. �• •� �lrrlrl� •�' J, I ^� .. '_'•`"'-"• �.4�. _• �-�..r yr. - __ • , • 1 I '•1 - -.. i ii 1 1.1 I I I I , ' I I I i t 1 (/ I I I 1 . I .- ... ; .: •._.. •.....__..._- •_.._..� ` ' ._.._---- _- __._..- .•_._" ..--- '•- .- ._...__- ..._. - -_.- ....___...-_•-_- ._...------ .--- •- •._.- _._..._. _._.._I :1' _. �- - - .... - 1 - »_.._--- - ^--... I' '- - - - -- __"• .__. 1 • • 1J *r"Ilrf .1 * Vf) Ve • \ ,I;( :4 :4; . -; 1 ; ! 14. ii ir lk ;in ••,1 . „ _411, • • 1 Tapo sAwg Wei aLi! I RMeg p ul2 arr (?.. ( r l 1 r i : i ,:: •• ,,, ; ..,.. --- 0 .1 i , 1 ,::, ), i . 1 1! , 1 1 i i Ird we! . ., 1 1 1 i. Ir. 1 Lel 1:;, ...1 • Y \\?) - ( 1 : \ `," 6 ,, / .) riik.7 1 1 1 1.r . -.. * *- 77 '1 1 1 5. 1 's \ > • 6 • • • 0 1113 0 Ca A It • • IR • • • 1 , T,) r .1 . , v,...__I _.....„, K•5-] ,r,,,,., .--f --- -1.- ,..... 1-.., r ; .__,,, . ii, i „,.., L j ( I. 1 ' ... I • • • • • • "It tAs giq 1 101 lIsi ;; Ri 411.7 1'1'71: 1111 III: / .‘ : l: .' \ I . I I:: . .. 1... r .; 7 .11-1111-TE•i'l RE CII/ D 1 ( ) • . ..r :;,...., ...-_ ,.. .- 7 f. i. :4 _...1 1 [ 1 • • : 3 :!-I ft ts .:1 4!!!! i lt j i ! 1 11 111 1 71 . 3 211 il 1 : i. 111 , _ ...4,..__ ,. zi::11._,...t...etl 1 1 I „ , , 1 i.;,, , 1 - - L-.,-- .-=,--77-...---7-. .___•.---.-,,. 4 •-•.'...,'' =..0:, • l' \ s ' -.• 7 :2!.,..], 1 !;!! l ',.. 1 ,. .. A: ._ Ili s • • • • • • \ ` 1 ,.' • .-44L. 1 : -•g i- r s , 44 ; , .. s " 1, • I 10 • 7 WIII . X1P4R 1 P! • TT I 1.•=177‘;' 1 • I =0 "ti ." • "H6627 • • WIM CP" C2 amga • • • • • ri =11 • 100 gi 0 • • • a • sak ( • ) ; I I ; 1 t • I • I . I: 1 hl; I ■4' . • i r 14 ; . • • • ...; 1 ' 11; i,• . • , • it ; Is, • II of • 1 h I I , • ,1 ! ! •. 4 1 . '‘\ I i i 1 4 • •••• • •••• . • I I • ,. Ii I I •, t• • • '' • ' ‘ 6■%, • 6. /••••, . . • ..„ . ,'• ••■ • • • • • •' ,' 1 •• •••• SS. • N • A ' • 1 . 1. ••/... 11 1 • 4 4 ; ; •• ' mlY10 WOOkItolteMlukwIltok.41A4#4, K.4IA, 2/2212001 1010:03 AM sawn • \e/ \, 1 1.111:1111 I ; III 1 I I 1 1. i I It i 1 1 1 I I i 1 I • . I I h 1 1 ' ' . / : .. • 1 8.4••••••••••1 I " 1L ••• o - • ...VI ...I. 4•2 Y.- 4". I IF • .11 1,1 • .II/ .11111 ••• • a . . IV . • ■•• a . •• 4 . ••., .• • ...,.. .4. LP, _ .. ... .., . , I' ...-1.-- •••11 • . -..-... ---;-•••• • . . : -II .17.- • - ' ---- 1,... .. • . . • I • I 1 ..w 1 ........ ...I : . ' 6 1 ' . . ; 6 i • ; . . . II il III „•11.., •.4 . ...t. 4 -. 4 .t .1 I I I I 1 I • ''• ••• t . --- e ii, ( ... '1 . .........,reri.........== •••••.••••.....A•••■•••• ..., ' ,;.1, ;', .1.!..1.. 1 . . . 1 1 1 1 1 1 ,: ..: ..1 1 ; : • 1,1' / -• ,,.: ; .. • r,,i1„.„...„.,...„,....,r,_...i. 4 . • • / .1 . • • - ,. 1 1,4 (:)() 1.,.-...-t =.,„ „ „ ,. :. ... :: 7-7:77 . L. ' ll ,,...... ,.......... i : • 1.. • $I I • • • . ;II ; t• • •■• :••■ ........eier:o9. -I ( r•-r...;;; I I . , •, lh .0 4 . it 0 : . t A II 1 .. ...I . )... ., - -- L.-..;:...._.`:::•:-....„ ., .; , ,e, .,..i. r. •1111 , 11.1 10 • ,:r • I li . . .;11 ' • .1.. • : . r. I 1 : : I I '. 1 •• 1. ': !it, i i, .' f .:. , ... 1 . 0 . ,1 . ii .... 1 . I. • .1 „11! 1 l 'Il I" . • Y "" 7 11 , , •. . ..1. 1 il I! '. .. 113.4; . I I , . .•.. V.4" 1 „,. ••• ••, , ......... .._.!.-..--1, l l i t iii ... .-,. 1 1. • 1 1 .1 ', 1 1 ' • 1 l • ,• I .1" • ' 1 1 , -....: • .i....__ •• . . I . I I; ! , ! • : ,; 1 .11. ... .4 • 1 I : ... 4 ; L.... . , •• r : I i .0 1 13'.2" . • ; • •-...........: • ; .. . • . ; i 0 • -- .-r.x.-==.-.7.71 .. I . .• 1 0 ; ' l!' .1 %, • :', -- A . I • 1 p 0 • i ; I i.. I I i i I! 0 i • I I I I :.1 1-„,,,,•,-,-. . :,....:-...: . .z...,.=:,.:-.;17 i ! . . . .. 1 :...-...--....., .. :. : ,..., , • ,, ,, • ,. i • /I \ 1... I • I il IC . 1 ve / • 'I . I • ,...•• • •111 !, li . 1 . 1 7 , 1 • )' • I: I )1 1 i; ' •• ••■•••• ,.. . III ., i . , ;4 , ... • I ./ ..,,. 1 Il i. . 1 j • I . .; I • • i 1 1'.. .".1 II . • .. • • • a . . ■ .. . .. a ■ 1 1, . . .11 1 I ... ) I I ."'.. %rt.. 4 , I 1 1 i l ' 1 II I ....1 r I 11 t .0.,._ s- J; II, i; r.. _1 11 - .. .1 . _ .i :. : I I 1 1 '.... re, ..--... 1 ...._._.." II . , _ : 7____..__) I , •••!1•7 1 - r.fi... ........, •--I rra_rr• 4 .. I I. '..' L ril II I ! I I. • I 1 ■I . 1 , 1 ■ .■ ' I .. 7 ..) •.....- ; ' • - ...1 ••••••••■• . .??.1 1 ■ .. . I I II I, i I • ••• ••• • •• a • 1•■•••••••“1•••L•www.411 ••• I _I S I ... • a 3 1 1 ! - --- 7 :10 : 1111 4 1 1 eff 9 lie 4/%•• 4 0 g . 1. 0 J Z ... 7 . 7 n• ' . .. r..?....i. .-- - lil I ! t___1 i d . t .41 '.1 . : !, ' , 1 1 ) .. - '' '• $ ., .. ,. .; Is :1 i o 11 : , • /" • le'l il It • •• ; I i I/ : III I I ' , jt... •.....I ' "'"•'..ij V ' 7 • i • 1 t I II I,, I ; 11 • . 1, I g 1 1: 4 ! ! 1 "I ,. ■ II • ; . , I 1 1 , / • I . " -'. • -r - L . L . 7 ...O.- •-••• •- 11:.:-:• • ...,- •.:...........:;". -.,_........::::: I `.I \ 1 1-- . MIL 1 1 77,:; --.•:..-.....• c•• .. ..• /4 1 • • • II 4 7 . : I Z. '. ' . . • ,Ii I i % • : i 1. 1 ••••• 0:1000 1\•\ I 7 I v \ • 1 NV N \v ; 1; ;Im... L stfott±1■ 7 #Z : ::::::i • II . ..1.." , , 0 /. 1 1 . I, i III•1••■• .1=4 :. • T i_..,..,.. I • 1 14 8 • 8 • 1 I t . it . • , • • • I • ; 1 , .. • 14 • •••■•r • I 1'11" 'n _1 "K•77:::,7:•174,7:::•L74 . • • T''' .1 l• I , ; • • • I • ' " • -4 • • III I I; ; I 1 ' , v r. I. I . r I P'.. , • •', 1 ' 0'7 • /.// • • • 4;, -- / 1 1 . \ ' \ •••,.. 1 . , . \ . I ,,,f s s. .1 . „ 1 . ..,...,(t.„;„,. • .. ..., . , d/// t , • ,,, / ..11, • , . "0' 4.•' • '.N..),;i• ■ ., v., ..., ''‘..? II I i i it 4. 1 b, • /440 ,*•,. ; I ; 1 I II I „ / •/,' ••• •....• . I 1 ' • : . 'I • . . ' • • • i 1 1 • •• I .. 1 .. " .." rr • •-.. t • - I ••1 . ••• , mp. Mb 1101 gm" gm •■■ O.: h' • I I 1 r. .0t I ( I 1 . • .t. .i..... • ..... .. j...... 10. .,r,...... .............11.........41,41i .7.7 - 4;1: , = •0•11.1' ,.....= L;z•esil ,....: •••• . ... i ... A . ..L . 0 ............ 7 :.... :•1 41 -.. " : ::/.. ..... .... • I ,.....1 1 - IL ....1 ), ......... 4.14 - ;- . 04...u 1 ...... f _.••••• _.•.. ...:.•.. ....T.I 4.i.._!,...k ..,,,,,I* ........ •••■••11.q . -/ • ■ 4 •• 21' 's • • li t II •-• ' " "'• M. ' • i " mS .. • - ... . .. .. ... • .. ... ,.... ,.., ....- . '... -.....;'..• ... - 71 •‘,7 . !. ' [................ .... 2 el 1 • • V /// • il<t; 30 4••••••••••■••••••■•Ltmemoe im•Amelra..4.4•4•••■•••141.4.4"=44■440 4 ... I 1,1;1 . _ _ , . 1 1 •;)! • J :I urn!, 414A-14i1445::**1.4114JrAp:-. v ••,at..4. . • t: :1 1011 1 , ! 1.1tt •Ap I • " 611 !;: 1: 1 Iii • 1 i 1 1: 1 1 ii .... LL„1 ... .1 . . li I., .. I ;1 I( ° .4, ecake1ctory® !..0 WESTFIELD SOUTH CENTER MALL 13- 205 Strander Blvd. Tukwila, WA 98188 I NEW RESTAURANT CONSTRUCTION I •• II 6 •1•111111•1 . 4 • 44 ..P4* • r 1 r I " _ _ I 1. • _ --5-- 1. / • I •••,, • i 1 • ■.• 000 ;•-••••-• r1.5 :!•1, .71 II -14 II ; ' ; 11 1 I . ; 1 , P.1,1 ; ': I •• 14. ) • _j I I., 1 "•' l7 q1.1='47 P.LI • 1 1 • r■'77 1.4•1•■ • = 7 7 - 7 r7: a•N .... ■ asod■ ■ ...■11 m■ ,m, ••••••■• ■■■ 1■Inamm• 14M. _ w.115 p i ; : r'''''"•...'1••f: ,;.7...;.• 4 , ''-.. ------11 n-----,. 4.1.7 1''''....: •:I I rt I .. ODD 1 • • . . _ I • It 1.i - . .. 17, I $ 1 IN 1 , I _„ o \ • I ... ! I ji 1 [11 771 • I 1 1 • I I li: 1 1 I 1 • . I'' •":". 11 . %: -7 .11/15•"....t. i . ' -.i ,1; ',:' II '!,' 4 I • 1, fi,...... ..•,, i i:-;.. 1 4.:.-:••..:Ix r,r •`,..34.,...-..-.,ii‘, II 7. I- 17: ...... - I y II KI ' P 1 ,Y1 ..,- -- • 6'. .• 4' .•• 1. • Attr•rol s .,, k ve • P! • 11 T 1_ ;7•• T 77= ■.1 • t, - - t• ,. " 4111 1. .) ._ 0, 3 7.4 1 1 1.,. 5 1 t 4 Li! 1 :• •'"': "Ar""n rr. '"' . ' • •••.r.• " "" -r• •,1 P. "..• 0000 0C100 > 1> >> > I> >> 0 0 • • r :! I •••••■•• _ . - I / V41 -6 „0 * - - • • 15 • Ir•O' 640 :140 11 11 k ••■••.• 1 :;L •••••••■••••••••••••••••••••■•'"/ • • 1 i • i 1 1 , il 2 iI ) I ) J ) 13•19. 1 IS /12" l ) 1 1 ' I 1 , , IL •L • Cl:, ri • .1 .... I I P .1 • f J ). le . I ; ,, 1 . . , 1 •, , • I • , • ......" ; : 1 1, 1 A lit I ••■ ) k .); l'il . i t; l ' i • '%. .. .. „ I ' ■ .., . • I P) •• • . • • . • . • . • • . / P.. ... ••:•• ■ l 1 • • .. 1 . ! 1 • • ••144 o.../.. I (i : . 14.1 • A .1 ' I „I..: . i l;” I 1 h' ‘‘ I HM . ! - • s' 1 1 1 , t 1 .1 ,..... 1* -, II' 1 $ A ... 1 I ' I / • 1 ,I ; : •.' 'Ill II '; ! I 1 • im.... 1 •,,, . '`• li ' ; ..' i - -.1i - • • ',7);:i ' 1. : • 1 ,..:••••ida 1 11 ' . ••••••••4 . 1 , t • , ..„ • 14 i'. *0,1 . , ... . .. A ...ii• ..;:a.., ‘ ,.....r.a••■•:'.. ' • • .4 "A:,. 4 • • ././ 4 1, ...... l• 4„L • 11 ., • . . ... Y 6: : / r• • 4 .44 ••,,,.. • „a 0 I 1 ;..". NI I "." 4 * * . l• 1 1 .' . ! 1 • 1 I. . ____.• J. -- i ; ..,- ' -.:':-...,.:.--,•:-':. :,.7•_. ' . ‘ ...-7.1: 14", .,- -. 2..,.. , „,•,1.•_,‘_, : ._..,, 8 . t I ! ; • . r \ , t• ' ,s.71.:,1 tro, I 7;''' 1' -. I ..; • . .. •1'.....•••...• r-'::'1 iel:TT , i ........... .1 • . , i 1 ....... r ii ..i.). i . 1 1 \ 1 1 1 II 111 1 I $ . i.;:161;1 1 .•.' i l l '.. .1 1:2: 1 1r::: : 111.":76.:144 1 i I \ • \ S 1: /I ;• ‹) (y\a'>. ) /\)--. • c`.•••1=' In 6%10' cn " . I '6 n k._:........... . • .. .-•,:s -.01:1. . 7 'Z' 1.. . 1 1.._1. _ _ ,;.:'... '... • ‘.. 4' ' '.i.'.......'--..:h !: I Ill. II ,,, II!. . _ _ ..._ ii- 1 ) 1== -7- * --77 1 . ...,7,.-: i .11 if ... , ' \ -et:4 I 1! > - - . . 1.. - • • 1! t.;. . •••• -.I i ' 6 ..Ir. : • . .4. Z:7-•Z•.:1 •••• i .. 7 . . b ,• ? 11*;!.n.lif • • • , . ) , mu A I r71.71: • $ te • 7 4 ; •I; • 11131 % • • , IL 4.7 - • - v-• . ?. I , • I 1 ; 1 •••i' • r: 1. I. 4. . S •••••••411...617..: . I II I • •'■ • ' • N.4,0,1•71 1 !! •••• ; . 4.1 ; f•PTIlrf - 1 1 . 1 " / . 1 u;Ee • `. • .... .•••....• • _ • •• .• 7.7 '• '''• 47..P.i,10./040.441{/eo.t.recr ' •-• / ; ./ ••• t ‘ ..• •-• /* . • ...Ili • ..... • ,,••••••••, •••••••••• 1 I • • . \ i I • • •• • • • • • •• • • • . • • • • • 4Ak' - - - .11 - - - - 1.4 (C ....4 F1 1 -1 se (( 1 .1 . ri z ), 0 _.• • :, ' clr. r. • • ;; • 1 '4 .• ■•••■••=111=1 1 fmt.C. Z ..• 31.31 .4==" Z.:."..=';, "... f . I , .6 . \; . . \ / P% i- .I.-( . t I • /.; • i 1 1 '''' '''''.. 7 , ,.) .„. : .--- ... 1 : .. ......].....1 ". : : ." J .1 , : ' J....., • 'I I' r" • 1 7 1'1 :- - I -. . , - .,?..... • •• . % ,.; : r ! . •:: •••■ :: .. j •• .,. .. . • ‘• 1 :1; 11; \ . : i - i.t. • 4• t ":g • • : •-• 171 • ' 4'1 1' 0 .•.• / ; ; . 1 : • I '1 I 1 • .; •■•-•-•••‘ •• • .. : . =•,.t1 0••■••••••11MMIII 1- 1„ • 01.11.1■••• :1 Lx r:••• 13 !!. 1 rie! 3,29 371aflial. ! P A :1Z gs•r ti.‘,4531: ;11.2'ZilloLr,4,21.!.. !i0110:11'Itih dl q .1 ilit•ciriall&ROPV,142,9.14.2 1,!?13cijalt., gagf:(411.151444111di ft51. 4 111 • 0 •0P4.1J..! t itil ig 4 211 41143g/.0 .111.;94/3414.' a`i0e414 filig. fl,124;Fr• fek4lq g 4 ; h • 11 r " A . ;,, --:•;! It / \ ) 1 • il ':- HI i 1 / \ ''. 1 I■! ; 11 i ,. • 1 LI ''' t•raTtiv4/1 .. 4 ao k l ' I • a••• wq•174•4vi . ..... ..••■ • ' ' "-•••••"..• \ ...., • ../ ''' ....... ....,.... '''.... • "• - --,,:, „......4 - .w.. - - 4. • \ . 1 .‘ 7 ....,,,• ••-•- ii 7 .... .r .r.,,, ,T r ..• .: •••••17, 1 .■.7....... i L. 1 i , . -.4 .1 I I! 1 , 1 s ... .01 ; •. ‘‘ T ' • • , , i •••••••.' 31.1. , • ' Pe i,, Ih• •••• • I • ! • 1 • - !r / _ TT 1 ,1 - 7 ..•& •:‘ . I • ; •, • • •'27,1r.• • > 4;•• • , • • • • at ` '' . 1 I! • a t..., 42 '. .., : .. 1 \.-/i : .. .4. .. ; I . I ; • .,1 s ' ' 4 --• --, ' 6 . II.- -..-....; ' ..e.-j4 -• ' '...•••'' z.. it: r •_ , , r -r---------1 71 451 7 - _ Ar-- " : " : .r...' 7 ... - l z " •-,...-,.-...-_-_,t H ....1 '-/ • i u" '1. 'I .., I ; • 1: 'I', ./ • '., I ' 1*-9i* I ' • • ...... • i 1 '; ------' , - e :: • -- .. :! !. 1 ,. • 14/ : 'I r.r.S.T..vr.... • tr 1 • _ I j r • . •• .1 I; • . ; 41 " A ... i d .... 11 . V .74NI 1.1 ... ■:, ;:. : ').'il (`.... .• N 11 If X' 1 f ------ ) , " ... ____ n: !' ..,,,•::.: -I T 1 it' II rd.:: 4 , 1, I' rl • ----1 _ 1 1 1 1 k ; 1 1 l 1 1 ----__41- -......____. _4; ----, __J ---1 11 . I 1J I : . : .,..: :: , 1 1 ' ; 1 I 1 ill ,a 1 0,.5. .• 1 ,) i : • • et • ...:. 2 •. . I - • - - • I • • • ___.-L ■• \..) • ).•114.0 : I I ■=1,1./,■4. I , 01 I 1 j • :11r7 r t r ,-- TX 11E41 1- , 1 , 121 1:1! I: 1 , ), . 1 • : • i! d I 1r -- i l I! 6 ; ig I : I ') 1 : 6 It ,..., r.1 1: "r i• III II ; - . • II II!-- nceriork 11 -1 r • 1 1 ' I 1 "' 1 I -41- ;. ! I 6 ,.., • . . „ . 114- 1i / , ss. / 1, • A . I • ,/ r ........" -......... • , ....„,,.._ "•. \ : ‘ 1 ,.......1.41044.4 H LT • • • • I • 1 •1 I • • ■•••••■• 01 11■44 ‘ 411111% 1111111%ap 4%44 , --,-- . t.:,.$.•.; .,, 0 ...,, c , 7 .. ...... : ... ',:},;; .... oten ---; ;,„ . ....,..0 . . fa -• -1% . , ..:c. ,... .. • .. ...,71 . - O DREADED COI ECTKA4 FOR WILL MIMED FAUCET. • FLO131kG CA(TRACTOR TO FRAME GAS 51111-Cff COCK-111-LINE sum* ASTAU14* KEC- 51+PFLED ELECTRICAL SUT-OF VALVE FOR FIRE FROTECTuai SYS161 ti r (ACCESSAB-E A.EA 51 T K-4 SEMI • PUi" 6ER TO PROM:: BAOC9.0 7 FfevENTOR AS MOLIZEO. O D SE TIIII COMM GAS ROTE 1115 SHEET PO GAS MAT-OLD PER DUALS 04 SEEET K -31 PLU iz CONTRACTOR TO INSTALL (SEE BEET K -4 %E:5) ✓ PLIra146 CONTRACTOR TO FROVVE PPES SEWER 0005TER T *TrE!, 2 AV EASTVAOl2E AS 11920€0: (SEE SEET K-4 5E E5) O INDRECT WASTE LIES TOM PAN ORLER S, FEna i SA, E MIXER COLS, EE VERAGE#5ERV E SWIMS TO PAVE A DEC. EMI CONEECTION !MEYER FI SBLE_ O PC. TO E,aBO VW Pin% ROM OEESEMLTER . 5B REGILATG? VALVE URJ Fl CF- I PLUMBING KEYNOTES PULER TO REN 6AS PIPIN* ALM& PALL BETY 4' SPACE PROVIDED MOND EGlUJIPM NT CMEGT TRW GAS SHUT - OFF VALVE AND REGULATOR, AND NEN PIPED TO EQUIPMENT AFTER EQUIPMENT IS SET SEE SK ET K-3J FOR ROUGH -IN ELEYATION A D PUMIN i ENGINEERS PRM1 ' FOR PIPE SIZE MAIN COOKLINE GAS NOTES . es ° $ (i) C e..' : 0 1 ,41x * e a " Pi iii d Wi W illi 1 1 1 1 lil 2 1.* g ilh a! 3 4 a Ix itit 101. hul 4 iiii! ii! ILI ilil ITO! 111 g wg lI 111 ill 1 *MI ilia ea ii N " gg I 1111 lit Ili 11 '111 lap! !A 11 " 1 a 1 4 2 11 1 1P MI d I a ill /1 I II 1 1 1 1 1 1 11 1 141 1 1 I " 1 III II II! ii13 1 01 irisi q iiii ex H pi loire bioilai a 1 23 1 Is' ill 1 I II I Ill!! igli I mi , 1 PUJIuBNCi CONTRACTOR NOTES I cr:44311 Ig 01110 10 0 MIT • MN; Iiiiq !1111 1 Mi : 10 hii' III R '' m 4 2 0 ; 7.'t ilit 11 1 ip $ ! 9vg 1 11 u 1 s 'i A 0 I I is* I 1 i p. tr. 1 '2 2 2 0 • • • a • sak ( • ) ; I I ; 1 t • I • I . I: 1 hl; I ■4' . • i r 14 ; . • • • ...; 1 ' 11; i,• . • , • it ; Is, • II of • 1 h I I , • ,1 ! ! •. 4 1 . '‘\ I i i 1 4 • •••• • •••• . • I I • ,. Ii I I •, t• • • '' • ' ‘ 6■%, • 6. /••••, . . • ..„ . ,'• ••■ • • • • • •' ,' 1 •• •••• SS. • N • A ' • 1 . 1. ••/... 11 1 • 4 4 ; ; •• ' mlY10 WOOkItolteMlukwIltok.41A4#4, K.4IA, 2/2212001 1010:03 AM sawn • \e/ \, 1 1.111:1111 I ; III 1 I I 1 1. i I It i 1 1 1 I I i 1 I • . I I h 1 1 ' ' . / : .. • 1 8.4••••••••••1 I " 1L ••• o - • ...VI ...I. 4•2 Y.- 4". I IF • .11 1,1 • .II/ .11111 ••• • a . . IV . • ■•• a . •• 4 . ••., .• • ...,.. .4. LP, _ .. ... .., . , I' ...-1.-- •••11 • . -..-... ---;-•••• • . . : -II .17.- • - ' ---- 1,... .. • . . • I • I 1 ..w 1 ........ ...I : . ' 6 1 ' . . ; 6 i • ; . . . II il III „•11.., •.4 . ...t. 4 -. 4 .t .1 I I I I 1 I • ''• ••• t . --- e ii, ( ... '1 . .........,reri.........== •••••.••••.....A•••■•••• ..., ' ,;.1, ;', .1.!..1.. 1 . . . 1 1 1 1 1 1 ,: ..: ..1 1 ; : • 1,1' / -• ,,.: ; .. • r,,i1„.„...„.,...„,....,r,_...i. 4 . • • / .1 . • • - ,. 1 1,4 (:)() 1.,.-...-t =.,„ „ „ ,. :. ... :: 7-7:77 . L. ' ll ,,...... ,.......... i : • 1.. • $I I • • • . ;II ; t• • •■• :••■ ........eier:o9. -I ( r•-r...;;; I I . , •, lh .0 4 . it 0 : . t A II 1 .. ...I . )... ., - -- L.-..;:...._.`:::•:-....„ ., .; , ,e, .,..i. r. •1111 , 11.1 10 • ,:r • I li . . .;11 ' • .1.. • : . r. I 1 : : I I '. 1 •• 1. ': !it, i i, .' f .:. , ... 1 . 0 . ,1 . ii .... 1 . I. • .1 „11! 1 l 'Il I" . • Y "" 7 11 , , •. . ..1. 1 il I! '. .. 113.4; . I I , . .•.. V.4" 1 „,. ••• ••, , ......... .._.!.-..--1, l l i t iii ... .-,. 1 1. • 1 1 .1 ', 1 1 ' • 1 l • ,• I .1" • ' 1 1 , -....: • .i....__ •• . . I . I I; ! , ! • : ,; 1 .11. ... .4 • 1 I : ... 4 ; L.... . , •• r : I i .0 1 13'.2" . • ; • •-...........: • ; .. . • . ; i 0 • -- .-r.x.-==.-.7.71 .. I . .• 1 0 ; ' l!' .1 %, • :', -- A . I • 1 p 0 • i ; I i.. I I i i I! 0 i • I I I I :.1 1-„,,,,•,-,-. . :,....:-...: . .z...,.=:,.:-.;17 i ! . . . .. 1 :...-...--....., .. :. : ,..., , • ,, ,, • ,. i • /I \ 1... I • I il IC . 1 ve / • 'I . I • ,...•• • •111 !, li . 1 . 1 7 , 1 • )' • I: I )1 1 i; ' •• ••■•••• ,.. . III ., i . , ;4 , ... • I ./ ..,,. 1 Il i. . 1 j • I . .; I • • i 1 1'.. .".1 II . • .. • • • a . . ■ .. . .. a ■ 1 1, . . .11 1 I ... ) I I ."'.. %rt.. 4 , I 1 1 i l ' 1 II I ....1 r I 11 t .0.,._ s- J; II, i; r.. _1 11 - .. .1 . _ .i :. : I I 1 1 '.... re, ..--... 1 ...._._.." II . , _ : 7____..__) I , •••!1•7 1 - r.fi... ........, •--I rra_rr• 4 .. I I. '..' L ril II I ! I I. • I 1 ■I . 1 , 1 ■ .■ ' I .. 7 ..) •.....- ; ' • - ...1 ••••••••■• . .??.1 1 ■ .. . I I II I, i I • ••• ••• • •• a • 1•■•••••••“1•••L•www.411 ••• I _I S I ... • a 3 1 1 ! - --- 7 :10 : 1111 4 1 1 eff 9 lie 4/%•• 4 0 g . 1. 0 J Z ... 7 . 7 n• ' . .. r..?....i. .-- - lil I ! t___1 i d . t .41 '.1 . : !, ' , 1 1 ) .. - '' '• $ ., .. ,. .; Is :1 i o 11 : , • /" • le'l il It • •• ; I i I/ : III I I ' , jt... •.....I ' "'"•'..ij V ' 7 • i • 1 t I II I,, I ; 11 • . 1, I g 1 1: 4 ! ! 1 "I ,. ■ II • ; . , I 1 1 , / • I . " -'. • -r - L . L . 7 ...O.- •-••• •- 11:.:-:• • ...,- •.:...........:;". -.,_........::::: I `.I \ 1 1-- . MIL 1 1 77,:; --.•:..-.....• c•• .. ..• /4 1 • • • II 4 7 . : I Z. '. ' . . • ,Ii I i % • : i 1. 1 ••••• 0:1000 1\•\ I 7 I v \ • 1 NV N \v ; 1; ;Im... L stfott±1■ 7 #Z : ::::::i • II . ..1.." , , 0 /. 1 1 . I, i III•1••■• .1=4 :. • T i_..,..,.. I • 1 14 8 • 8 • 1 I t . it . • , • • • I • ; 1 , .. • 14 • •••■•r • I 1'11" 'n _1 "K•77:::,7:•174,7:::•L74 . • • T''' .1 l• I , ; • • • I • ' " • -4 • • III I I; ; I 1 ' , v r. I. I . r I P'.. , • •', 1 ' 0'7 • /.// • • • 4;, -- / 1 1 . \ ' \ •••,.. 1 . , . \ . I ,,,f s s. .1 . „ 1 . ..,...,(t.„;„,. • .. ..., . , d/// t , • ,,, / ..11, • , . "0' 4.•' • '.N..),;i• ■ ., v., ..., ''‘..? II I i i it 4. 1 b, • /440 ,*•,. ; I ; 1 I II I „ / •/,' ••• •....• . I 1 ' • : . 'I • . . ' • • • i 1 1 • •• I .. 1 .. " .." rr • •-.. t • - I ••1 . ••• , mp. Mb 1101 gm" gm •■■ O.: h' • I I 1 r. .0t I ( I 1 . • .t. .i..... • ..... .. j...... 10. .,r,...... .............11.........41,41i .7.7 - 4;1: , = •0•11.1' ,.....= L;z•esil ,....: •••• . ... i ... A . ..L . 0 ............ 7 :.... :•1 41 -.. " : ::/.. ..... .... • I ,.....1 1 - IL ....1 ), ......... 4.14 - ;- . 04...u 1 ...... f _.••••• _.•.. ...:.•.. ....T.I 4.i.._!,...k ..,,,,,I* ........ •••■••11.q . -/ • ■ 4 •• 21' 's • • li t II •-• ' " "'• M. ' • i " mS .. • - ... . .. .. ... • .. ... ,.... ,.., ....- . '... -.....;'..• ... - 71 •‘,7 . !. ' [................ .... 2 el 1 • • V /// • il<t; 30 4••••••••••■••••••■•Ltmemoe im•Amelra..4.4•4•••■•••141.4.4"=44■440 4 ... I 1,1;1 . _ _ , . 1 1 •;)! • J :I urn!, 414A-14i1445::**1.4114JrAp:-. v ••,at..4. . • t: :1 1011 1 , ! 1.1tt •Ap I • " 611 !;: 1: 1 Iii • 1 i 1 1: 1 1 ii .... LL„1 ... .1 . . li I., .. I ;1 I( ° .4, ecake1ctory® !..0 WESTFIELD SOUTH CENTER MALL 13- 205 Strander Blvd. Tukwila, WA 98188 I NEW RESTAURANT CONSTRUCTION I •• II 6 •1•111111•1 . 4 • 44 ..P4* • r 1 r I " _ _ I 1. • _ --5-- 1. / • I •••,, • i 1 • ■.• 000 ;•-••••-• r1.5 :!•1, .71 II -14 II ; ' ; 11 1 I . ; 1 , P.1,1 ; ': I •• 14. ) • _j I I., 1 "•' l7 q1.1='47 P.LI • 1 1 • r■'77 1.4•1•■ • = 7 7 - 7 r7: a•N .... ■ asod■ ■ ...■11 m■ ,m, ••••••■• ■■■ 1■Inamm• 14M. _ w.115 p i ; : r'''''"•...'1••f: ,;.7...;.• 4 , ''-.. ------11 n-----,. 4.1.7 1''''....: •:I I rt I .. ODD 1 • • . . _ I • It 1.i - . .. 17, I $ 1 IN 1 , I _„ o \ • I ... ! I ji 1 [11 771 • I 1 1 • I I li: 1 1 I 1 • . I'' •":". 11 . %: -7 .11/15•"....t. i . ' -.i ,1; ',:' II '!,' 4 I • 1, fi,...... ..•,, i i:-;.. 1 4.:.-:••..:Ix r,r •`,..34.,...-..-.,ii‘, II 7. I- 17: ...... - I y II KI ' P 1 ,Y1 ..,- -- • 6'. .• 4' .•• 1. • Attr•rol s .,, k ve • P! • 11 T 1_ ;7•• T 77= ■.1 • t, - - t• ,. " 4111 1. .) ._ 0, 3 7.4 1 1 1.,. 5 1 t 4 Li! 1 :• •'"': "Ar""n rr. '"' . ' • •••.r.• " "" -r• •,1 P. "..• 0000 0C100 > 1> >> > I> >> 0 0 • • r :! I •••••■•• _ . - I / V41 -6 „0 * - - • • 15 • Ir•O' 640 :140 11 11 k ••■••.• 1 :;L •••••••■••••••••••••••••••••■•'"/ • • 1 i • i 1 1 , il 2 iI ) I ) J ) 13•19. 1 IS /12" l ) 1 1 ' I 1 , , IL •L • Cl:, ri • .1 .... I I P .1 • f J ). le . I ; ,, 1 . . , 1 •, , • I • , • ......" ; : 1 1, 1 A lit I ••■ ) k .); l'il . i t; l ' i • '%. .. .. „ I ' ■ .., . • I P) •• • . • • . • . • . • • . / P.. ... ••:•• ■ l 1 • • .. 1 . ! 1 • • ••144 o.../.. I (i : . 14.1 • A .1 ' I „I..: . i l;” I 1 h' ‘‘ I HM . ! - • s' 1 1 1 , t 1 .1 ,..... 1* -, II' 1 $ A ... 1 I ' I / • 1 ,I ; : •.' 'Ill II '; ! I 1 • im.... 1 •,,, . '`• li ' ; ..' i - -.1i - • • ',7);:i ' 1. : • 1 ,..:••••ida 1 11 ' . ••••••••4 . 1 , t • , ..„ • 14 i'. *0,1 . , ... . .. A ...ii• ..;:a.., ‘ ,.....r.a••■•:'.. ' • • .4 "A:,. 4 • • ././ 4 1, ...... l• 4„L • 11 ., • . . ... Y 6: : / r• • 4 .44 ••,,,.. • „a 0 I 1 ;..". NI I "." 4 * * . l• 1 1 .' . ! 1 • 1 I. . ____.• J. -- i ; ..,- ' -.:':-...,.:.--,•:-':. :,.7•_. ' . ‘ ...-7.1: 14", .,- -. 2..,.. , „,•,1.•_,‘_, : ._..,, 8 . t I ! ; • . r \ , t• ' ,s.71.:,1 tro, I 7;''' 1' -. I ..; • . .. •1'.....•••...• r-'::'1 iel:TT , i ........... .1 • . , i 1 ....... r ii ..i.). i . 1 1 \ 1 1 1 II 111 1 I $ . i.;:161;1 1 .•.' i l l '.. .1 1:2: 1 1r::: : 111.":76.:144 1 i I \ • \ S 1: /I ;• ‹) (y\a'>. ) /\)--. • c`.•••1=' In 6%10' cn " . I '6 n k._:........... . • .. .-•,:s -.01:1. . 7 'Z' 1.. . 1 1.._1. _ _ ,;.:'... '... • ‘.. 4' ' '.i.'.......'--..:h !: I Ill. II ,,, II!. . _ _ ..._ ii- 1 ) 1== -7- * --77 1 . ...,7,.-: i .11 if ... , ' \ -et:4 I 1! > - - . . 1.. - • • 1! t.;. . •••• -.I i ' 6 ..Ir. : • . .4. Z:7-•Z•.:1 •••• i .. 7 . . b ,• ? 11*;!.n.lif • • • , . ) , mu A I r71.71: • $ te • 7 4 ; •I; • 11131 % • • , IL 4.7 - • - v-• . ?. I , • I 1 ; 1 •••i' • r: 1. I. 4. . S •••••••411...617..: . I II I • •'■ • ' • N.4,0,1•71 1 !! •••• ; . 4.1 ; f•PTIlrf - 1 1 . 1 " / . 1 u;Ee • `. • .... .•••....• • _ • •• .• 7.7 '• '''• 47..P.i,10./040.441{/eo.t.recr ' •-• / ; ./ ••• t ‘ ..• •-• /* . • ...Ili • ..... • ,,••••••••, •••••••••• 1 I • • . \ i I • • •• • • • • • •• • • • . • • • • • 4Ak' - - - .11 - - - - 1.4 (C ....4 F1 1 -1 se (( 1 .1 . ri z ), 0 _.• • :, ' clr. r. • • ;; • 1 '4 .• ■•••■••=111=1 1 fmt.C. Z ..• 31.31 .4==" Z.:."..=';, "... f . I , .6 . \; . . \ / P% i- .I.-( . t I • /.; • i 1 1 '''' '''''.. 7 , ,.) .„. : .--- ... 1 : .. ......].....1 ". : : ." J .1 , : ' J....., • 'I I' r" • 1 7 1'1 :- - I -. . , - .,?..... • •• . % ,.; : r ! . •:: •••■ :: .. j •• .,. .. . • ‘• 1 :1; 11; \ . : i - i.t. 4• t ":g • • : •-• 171 • ' 4'1 1' 0 .•.• / ; ; . 1 : • I '1 I 1 • .; •■•-•-•••‘ •• • .. : . =•,.t1 0••■••••••11MMIII 1- 1„ • 01.11.1■••• :1 Lx r:••• 13 !!. 1 rie! 3,29 371aflial. ! P A :1Z gs•r ti.‘,4531: ;11.2'ZilloLr,4,21.!.. !i0110:11'Itih dl q .1 ilit•ciriall&ROPV,142,9.14.2 1,!?13cijalt., gagf:(411.151444111di ft51. 4 111 • 0 •0P4.1J..! t itil ig 4 211 41143g/.0 .111.;94/3414.' a`i0e414 filig. fl,124;Fr• fek4lq g 4 ; h • 11 r " A . ;,, --:•;! It / \ ) 1 • il ':- HI i 1 / \ ''. 1 I■! ; 11 i ,. • 1 LI ''' t•raTtiv4/1 .. 4 ao k l ' I • a••• wq•174•4vi . ..... ..••■ • ' ' "-•••••"..• \ ...., • ../ ''' ....... ....,.... '''.... • "• - --,,:, „......4 - .w.. - - 4. • \ . 1 .‘ 7 ....,,,• ••-•- ii 7 .... .r .r.,,, ,T r ..• .: •••••17, 1 .■.7....... i L. 1 i , . -.4 .1 I I! 1 , 1 s ... .01 ; •. ‘‘ T ' • • , , i • • I • ! • 1 • - !r / _ TT 1 ,1 - 7 ..•& •:‘ . I • ; •, • • •'27,1r.• • > 4;•• • , • • • • at ` '' . 1 I! • a t..., 42 '. .., : .. 1 \.-/i : .. .4. .. ; I . I ; • .,1 s ' ' 4 --• --, ' 6 . II.- -..-....; ' ..e.-j4 -• ' '...•••'' z.. it: r •_ , , r -r---------1 71 451 7 - _ Ar-- " : " : .r...' 7 ... - l z " •-,...-,.-...-_-_,t H ....1 '-/ • i u" '1. 'I .., I ; • 1: 'I', ./ • '., I ' 1*-9i* I ' • • ...... • i 1 '; ------' , - e :: • -- .. :! !. 1 ,. • 14/ : 'I r.r.S.T..vr.... • tr 1 • _ I j r • . •• .1 I; • . ; 41 " A ... i d .... 11 . V .74NI 1.1 ... ■:, ;:. : ').'il (`.... .• N 11 If X' 1 f ------ ) , " ... ____ n: !' ..,,,•::.: -I T 1 it' II rd.:: 4 , 1, I' rl • ----1 _ 1 1 1 1 k ; 1 1 l 1 1 ----__41- -......____. _4; ----, __J ---1 11 . I 1J I : . : .,..: :: , 1 1 ' ; 1 I 1 ill ,a 1 0,.5. .• 1 ,) i : • • et • ...:. 2 •. . I - • - - • I • • • ___.-L ■• \..) • ).•114.0 : I I ■=1,1./,■4. I , 01 I 1 j • :11r7 r t r ,-- TX 11E41 1- , 1 , 121 1:1! I: 1 , ), . 1 • : • i! d I 1r -- i l I! 6 ; ig I : I ') 1 : 6 It ,..., r.1 1: "r i• III II - ; • . . „ . 114- 1i / , ss. / 1, • A . I • ,/ r ........" -......... • , ....„,,.._ "•. \ : ‘ 1 ,.......1.41044.4 H LT • • • • I • 1 •1 I • • ■•••••■• 0 • • I • , dr) t x ;; ,, 1 i • , •. ,, ! • I li .11 1 I I '' • , , ,, - >1 ' igi • It ••• : 1 , 'I , 1 I '' • , 1 • I • ' ' l , ' \. .. 1 1 •! .• \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \• \l i ! .: t© l ' r .. \• • . ,, ' 1 , • • n v ••1 • P :4411411I1P6)1M4"CONW 1$S . WAlkitoi" 1tu M11a01A.dwp. K A1A. 2/2007 0:27 ;43 PM, demi 1 I IF I .1 i.., 1 . 1'1 11 ••- i - ...., • Il I' 041,16. ilmegagoliwoommi0.1110.** 'I [• ' \. • , 1 )I 11 , ' 1 1 1 , .. . i . I II .,' , ''• _.0 1. • 1•'1 .:.' • .1,. .4, ••, { I I i' II I I III ' I 1 Ii• I I ! I .1 • • • I 1 1 t II I I I 1 • I . I •: 1 • 1t 1 ' i �.F•,.�Ii , I ' 11 1 44.4174./ ot / ,.r I• . .+ . •_ . ' f . - • • • • • .. !i It) . ..1; ;14.. 1 '' 11 ID CD r ▪ • YI I I. . . I Y , MJ nr w11N , 1 MW,•Y• •rw: 1 .. MYr wt , I I.M •, n .c • � a�\.\�\�\�\\\\\�\,. �\�\NN \N.\\X .441 CI L : - Aaa_. . ,, ' • 1. P: • 1 I • " 0 10. ••••1011011.011m.m+201 I . •'. .. .. ... .. a 1 i : r.... 111 •, • ,. I , .,1•' I 'k. '' ,.� =MIN.. Iil I .\ • h •'I►Il ;1111.3- I.'ltlt ' !111': n' ` ; r II I Il liii RI. • iir ;ill II II! I i T �'!!•• • j C..4 . („ • if 1 II A 5 f ' � f I . • � 'I • '11 1 II ; r .. _...;I / I ' I 1! ... ..1. (_, , . � . ; _... - )1 __ _ I 1 F�� • iir r]tr .::Ii ! �" -ti ; I� ; I I ; i - t i 1 1 � : � I .. JI I .- .- - -- ._ .. _ . _ --. ..••••:: r ... ....- _.,.. - :_..__ _ - - -�--- t - -- ..' I 6•' "I -- _.. _ ._.._.....__.........- -- ._.._..--- .._.._....._. _ _._..__ _.. .21-4.. . i -. • 1 _•w•_• / J ••• >•., / < s . / y lt % •! b _ • .. r, y� _ OPEN' N C 11' • - fi f. _._ _ ::• - = ! - -r =. -ai � .�.... II Il I �� it.. -• .: j •,.,k � - M'1' �• '1� ;fi r• • 't 'l �• I�1 !:� /( • '. ,� ..- .. _ i II � i l r • -. i '1 I L _ ; I X 17 1 I11• � I ' III c • 1:4 1 4:11,1 . 11 . - ` , 1'� r.1j, i1 , '� _ .{ I�a r �{,,. _ - y ..•�- J, • I I 1 I 14 I� .I ' F� ► . • +Il . 011.11:: - 1 a/1..4... I "fL iYY+r'_�1 `/ \ r �. l - . • III � ;w "' { „ 1 1 T . _.._.,.w_......_ ...._..._._" -•�_ [_. f l I l 1 ( 1 I t r .... _,_ i ' ►' l I m I I I i + I I I ! I i I i I 1 ` 1: II i I 1 I 1 t I I I Q y I I 111 , I I i I , 1 A ; I I ./ I 1 1 +• 1' •1 1 1 1. r I 1 1 i ! i I ' 1 ,.. ,• _.. 1 1 , r 'Z' u* Z E tZsecake"Fctory NEW RESTAURANT CONSTRUCTION I WESTFIELD SOUTH CENTER MALL 205 Strander Blvd. T Tukwila, WA 98188 • . ! • I g i • i ; I I / 1 � - •. •- ■-4_-. • ._. ••- • S \ 1 • +1 • ■ 1 or • t. . I • 1 L • . , I. • MO NM • ,., fir - / `- • , v/ `•.�. _ • l 1 \ •' • f�y ^\ \ / 'I/ r I I r , r 1 J,I._ t _I". 6 • 4 \ � Y .. A . 1•_ ,4 III/II rT ' l Ip ll tl 4.,.1 ,r 711 w r:1 I aw I .1 I.- .t�Y . . 1 , ; Mall* 4W1t1A 1 •' \I .:11 I M1 �•.Yj,l.r/,W YII,g11MN1Yl Y1fuY1YW111W„gWIF..... ' N Il •rrww r. • I w 91.........1.; 91.........1.; 91.........1.; 91.........1.; -•,.. ; • I J I }� .Ir. J .., ,Iir": II i�w ". ••4" ;; `. r'I• 1: . l • I ' I 1 • .I I 4 1D _... •r _... _�- _.._. -. - i • A 1 • • mir-il: .: ..:„ :._„.....:..,...:;7 .'.:.:::.• ::.; -=.;''''.trlf ' IS . ' l' •' te 6 1, , s„.. 1,........ /.1 ,....,,, ; - . . • 1 :-...- - ir rL.1 •_.4.,, ,, ......,,,, .. 6.,......, •••_„, ,_........ ,,,,,...,.... pia xim gl; pl: A 1 0 • • 11 0V1 CEILING POCKET • • • • • • • • • • • 1. • • ::; ; 1 ; q - 1 ;;; ;; ;4 11 :Z : ;j 1 ;: ;;I :: :::::;: • • • • )1, .) IL: ■ It I • • 711:1 ▪ 0 •0 1 Sl et OD 1111 CM rrt • PD 441:a ▪ • t=t CP - • N . • • • 1 • • - X. SOAP / TOWEL DISPENSER OPB 10 l• "117' 10110• PAN CHUTE OPB1N(i O TILE CONTRACTOR TO INSTALL MARRY T1LES AFTER INSTALLATION OF 17ALK -N COOLERS OR FREEZER SEE DETAt 6, SHEET K -32 O 6' 111CoM CONCREL TE CURB i PAT BY IO GE RAL CONTRACTOR FOR EMPLOYEE BtSSENCs COUNTER O NON - COMBUSTIBLE WALL. SEE NOTE 641 ON SHEET K -3J O CEUING POCKET AT WO' TI1GW M1ENE"LM. SEE DETAIL 19. SHEET K -33 O 5-1/? DEPRESS/IOIN AT 11ALK-II FREEZER SEE DETAIL 6, SHEET K -32 O DEPRESSION AT FLOOR GRATE. SEE DETAIL 3, SHEET K -32. AND ARGIH DRAWINGS FOR �M0:2E 1fG 1 AT1A L O PROVIDE 7035" UI x WHI OPD01C.. N i1A THE CLOCK ST E56 S TEEL 4P RO ENCLOSURE . d6'AFF LL FOR O PROVIDE 16» 111 x N ROUGH OPEN,* N WALL FOR SOAP AND TOWEL DISPENSER ..42 3' AFF. LOCATE 2' FRC 1 TIE DOOR JANE. (BRADLEY MODEL 194) • 3' x20' STS ISLAND PREP TABLE CHASE TO ABOVE CEEIJCx I ROUGH-IN KEYNOTES 1 I t ALL GALY. Q476114 61URROSIED kV INSTALLED BY KEG. GENERAL CONTRAGTOR TO NI/MH AID MULL CO'/E BASE AFTER OM HAvE BEEN MULLED 2. AU. GALY. QNB DR ETS10N5 ARE FROM FACE CF T E GALY. QJRB 3. SEE DETAIL It SHEET 103 4. SEE METAL SHOP DRAIIIW'sS FOR PETAL QRB Dt SKIS I CURB NOTES I j/ FLOOR DEPRE5601 UfJ� mcw-coreusbetE HALL 1!/•1'0l7• �► W . 41: I" ..1... V • • • \ \ V I 1 j I I I 81 ; ` � r .1 I IIII �I _ I ! I p �!I II ' It SCALE NTS SCALE NTS 1 1 I $7 In' N �tlt■£ 0 • • I • , dr) t x ;; ,, 1 i • , •. ,, ! • I li .11 1 I I '' • , , ,, - >1 ' igi • It ••• : 1 , 'I , 1 I '' • , 1 • I • ' ' l , ' \. .. 1 1 •! .• \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \• \l i ! .: t© l ' r .. \• • . ,, ' 1 , • • n v ••1 • P :4411411I1P6)1M4"CONW 1$S . WAlkitoi" 1tu M11a01A.dwp. K A1A. 2/2007 0:27 ;43 PM, demi 1 I IF I .1 i.., 1 . 1'1 11 ••- i - ...., • Il I' 041,16. ilmegagoliwoommi0.1110.** 'I [• ' \. • , 1 )I 11 , ' 1 1 1 , .. . i . I II .,' , ''• _.0 1. • 1•'1 .:.' • .1,. .4, ••, { I I i' II I I III ' I 1 Ii• I I ! I .1 • • • I 1 1 t II I I I 1 • I . I •: 1 • 1t 1 ' i �.F•,.�Ii , I ' 11 1 44.4174./ ot / ,.r I• . .+ . •_ . ' f . - • • • • • .. !i It) . ..1; ;14.. 1 '' 11 ID CD r ▪ • YI I I. . . I Y , MJ nr w11N , 1 MW,•Y• •rw: 1 .. MYr wt , I I.M •, n .c • � a�\.\�\�\�\\\\\�\,. �\�\NN \N.\\X .441 CI L : - Aaa_. . ,, ' • 1. P: • 1 I • " 0 10. ••••1011011.011m.m+201 I . •'. .. .. ... .. a 1 i : r.... 111 •, • ,. I , .,1•' I 'k. '' ,.� =MIN.. Iil I .\ • h •'I►Il ;1111.3- I.'ltlt ' !111': n' ` ; r II I Il liii RI. • iir ;ill II II! I i T �'!!•• • j C..4 . („ • if 1 II A 5 f ' � f I . • � 'I • '11 1 II ; r .. _...;I / I ' I 1! ... ..1. (_, , . � . ; _... - )1 __ _ I 1 F�� • iir r]tr .::Ii ! �" -ti ; I� ; I I ; i - t i 1 1 � : � I .. JI I .- .- - -- ._ .. _ . _ --. ..••••:: r ... ....- _.,.. - :_..__ _ - - -�--- t - -- ..' I 6•' "I -- _.. _ ._.._.....__.........- -- ._.._..--- .._.._....._. _ _._..__ _.. .21-4.. . i -. • 1 _•w•_• / J ••• >•., / < s . / y lt % •! b _ • .. r, y� _ OPEN' N C 11' • - fi f. _._ _ ::• - = ! - -r =. -ai � .�.... II Il I �� it.. -• .: j •,.,k � - M'1' �• '1� ;fi r• • 't 'l �• I�1 !:� /( • '. ,� ..- .. _ i II � i l r • -. i '1 I L _ ; I X 17 1 I11• � I ' III c • 1:4 1 4:11,1 . 11 . - ` , 1'� r.1j, i1 , '� _ .{ I�a r �{,,. _ - y ..•�- J, • I I 1 I 14 I� .I ' F� ► . • +Il . 011.11:: - 1 a/1..4... I "fL iYY+r'_�1 `/ \ r �. l - . • III � ;w "' { „ 1 1 T . _.._.,.w_......_ ...._..._._" -•�_ [_. f l I l 1 ( 1 I t r .... _,_ i ' ►' l I m I I I i + I I I ! I i I i I 1 ` 1: II i I 1 I 1 t I I I Q y I I 111 , I I i I , 1 A ; I I ./ I 1 1 +• 1' •1 1 1 1. r I 1 1 i ! i I ' 1 ,.. ,• _.. 1 1 , r 'Z' u* Z E tZsecake"Fctory NEW RESTAURANT CONSTRUCTION I WESTFIELD SOUTH CENTER MALL 205 Strander Blvd. T Tukwila, WA 98188 • . ! • I g i • i ; I I / 1 � - •. •- ■-4_-. • ._. ••- • S \ 1 • +1 • ■ 1 or • t. . I • 1 L • . , I. • MO NM • ,., fir - / `- • , v/ `•.�. _ • l 1 \ •' • f�y ^\ \ / 'I/ r I I r , r 1 J,I._ t _I". 6 • 4 \ � Y .. A . 1•_ ,4 III/II rT ' l Ip ll tl 4.,.1 ,r 711 w r:1 I aw I .1 I.- .t�Y . . 1 , ; Mall* 4W1t1A 1 •' \I .:11 I M1 �•.Yj,l.r/,W YII,g11MN1Yl Y1fuY1YW111W„gWIF..... ' N Il •rrww r. • I w 91.........1.; 91.........1.; 91.........1.; 91.........1.; -•,.. ; • I J I }� .Ir. J .., ,Iir": II i�w ". ••4" ;; `. r'I• 1: . l • I ' I 1 • .I I 4 1D _... •r _... _�- _.._. -. - i • A 1 • • mir-il: .: ..:„ :._„.....:..,...:;7 .'.:.:::.• ::.; -=.;''''.trlf ' IS . ' l' •' te 6 1, , s„.. 1,........ /.1 ,....,,, ; - . . • 1 :-...- - ir rL.1 •_.4.,, ,, ......,,,, .. 6.,......, •••_„, ,_........ ,,,,,...,.... pia xim gl; pl: A 1 0 • • 11 0V1 CEILING POCKET • • • • • • • • • • • 1. • • ::; ; 1 ; q - 1 ;;; ;; ;4 11 :Z : ;j 1 ;: ;;I :: :::::;: • • • • )1, .) IL: ■ It I • • 711:1 ▪ 0 •0 1 Sl et OD 1111 CM rrt • PD 441:a ▪ • t=t CP - • N . • • • 1 • • - X. • e S • a R 1 00 10 I $• ro x 1 t� -< • 4 g 1 II ;0 .4 •t. I I: `I , I • I $ ( I I ! I•t..- �.._.r • • • • I. ! :.\ I N II • \' • S I. • , . •1 ...II, ! I. •1 ; I • II • • • ` , , ' N 1. • •• n 7. ,1 MULL golf rteLL • • M P IM IP A a a 1, p; yl•yalnlrrOI•06•2100ak41Tullwllil • WaltaMMlukvYW1•k•ele.dwp/ K•4.10, =007 :10;40 PM, wnn • , i • „ : • �aJ 1 +I t • , I , • ri, l r I , I 1, II •- .1 I •• • • i.• l ' ', \; l, III , ./r.,. •, • . o 1 ' III 1)....r «.I� ••_;, • ... I ' II' I f ; I . ! 1 1 ' II I •. .1 1 , 1 . 9 • • ' 1 1 I 1 :. I r.: j , I I I' I, .; f • • w •� , M Ir ' • .1h. Ili • .... 11 . • � .1 . I 1111 i I I yy I _ _ - -. , ,. ; a. 1 • • . • • r e' 6'•0' r;) I • ilr w • w • . 1T J 1 1 ,• • 1 \s.• \ • • ..;// /. r p lop!: IOW 7.0" • / I! • I ;, II .. • . I. 3 . A ,.••••••••• . I j I; 1 1 l ' Y ft'1A I! • e resecakeTactor y . r 4 41 WESTFIELD SOUTH CENTER MALL 205 Strander Blvd. Tukwila, WA 98188 I NEW RESTAURANT CONSTRUCTION 6'•0' 441.04 21.01 9 • A_ • 1 .� I I I I' 1 I ` TIII 1 111! IIII 1111' I I !I it 111 IIII III. 11 ;I • I!1. ;1.,111.'',11.:', II pi r �... 1 .. ti ll �. r4 -.- .11'4. I I u.I, 1! i : I 1 l { II 1 x' . 1 1 ,1't, I 1 q • 11 , . • 111 • , • i : - . :, I'- q• 1. 1P•. .._ . .�I 11 i ' I! ti IA .. . _ I � tt 1 �r r �� �rr�,I:i w � tiw. . . �� w_? r �r1... vw. . r. �•.• . .. •.�r•. ...'.•'<,.•;:', 1 f �J_1 .. . . •� 1 11' "•• .... ' y r •., r � •A'. our In 4.; 1 _ �:, �� -'`rJ ��. � 1111'.. :. , . :,.; 1 ( I f I 1 J ■ li' ' • (.� ..) II . +I • h 3 ' . .... ` I<•1f .,. 1 �t1 1. j ..• ...,. -,...,vl• . . � • r'w a. . • rrrrrrrrrr+ i . ........_..r...l .. •..- ../•.,ri.... •.: r .1..... . • •.........r...�l...ir•. {. N .Ii..1 :.. \ {._ ._.. �...f . .: I.. _..... .r r... .....• .... .• •..... .._.r•r. 6. nirr:Nh.x. ..YI..,C......• • • II I , - ;_ 1 . 1 1• �•1 • _•' • ' • ..i `` •! •ifn I j 1 1 11.I..... .... •I. 4 I ' , , • .._._..._.._.. - I- 1- ._.... -- - ...... -- 1 1, • 1 �ii 'I 1 I II :j 1 I l 'i I 1 1 1'' # �! it Ij I, I : I I I ; •• I I it I I I .! !' - :: I .: :: I • rl !i !: �. .... _.... :�. .. .._._� ' ;['�. ._. - .:--- -. . ; I .; . ..5 • '' _ ' .- ... : . : .. - A....,......... 1 • 171 • .- '„ !IP, I I I ! I I 1 �• - I i t I!'- - - -' I.- ._..1�.......... _.../1.. .,.. __/ -.1........j........1 ,I ._...: .�._ , 'I . i +�r•.;... r`I ! I i ! i I -..._ 'j; .j 1 • -:: ,.I .,1 • X1 , II I I I ,- . .•: - -: . - : . - ..:. . r � -- II i ` ! !• --1i I I._ .._ .t • I I \ :�. ._ ... .....I \ '••', l' I �S. • 110 ;. .. ,.' I I ! :-' I• �� III I i / 1 I; • rp►' II • : - • . 1.. ' 1 , 1 11 I ',p . .=.••••:. w I I � .I ■ 45'4' HOLD DIM .1 1 _ =1 I _ IL , = -4 - . _ . _ 1 . « �:. ' .: 'i�4_ " '!: 7 ". '•!�� :. .:: ':�.'..::.::_. .{ �uz _'_ . _ci.: : ". ;;... �:`''I�i:': " = :�.'_u::.:'r� �.•': ': 'rC7 `°r ,.....- ....�__.':_'_ a .. ..-... I ,n' J' ( �I '1 .. ''''.4;%/,11. "-;;}1__ ._ ' __T.•.]_ . -. :" : -•I . . .' I l r lr.. „. . I I i 1��T • - •- � . :': _ � 1 • \ _' '� 1 1•'1) ; . 1 ' .{- .. ( , • I I (_ i J • , - . r -jI -' :P• i 1• r P - -_ . _.. _;___,-4•1:=1-,7k1 .-. -._ ✓ 1 ::_,:..- .... �.. c. .__ ... - -_ }_. '''.r. : I ' T N -" ;.,- ..... IP o t r y �� I �'` C'? t -. »I•• - I f 1• I w .. .... ` • !' .:... ` M M •'•..• 4. J`i :. . . • mow i t -. , - . - • . :; . " � _ = «..� � • .- ........ ..... . . 711 I� - L. '. � - 1 . •-- r L I•••• w r»_+.1• •V- . .. ,r.. , It• -- rl -- .._ r t : _.. r r 11 r • f ''ill, I I III 1 F'�ii. .::. .. y.- :R.. :I r .- � r.0 °T s.. _: ' •: 11 �I y � NJ I lll _ �`� �h 1 { I .I: I I .-.�' i IIII I I I : u ... I I I I'1 '/ 1 f�Y ' . f J1{Xt1 I 31:7 'b j + ...� } ', , ..i: �� l I . ., 1f Vii),:... :11:.11 u.(_...... �, Q ' � ': -. -;--. t__:ii IIL` 1� II'` "il"" I. 117xtLa I! ; _ 1.5IwLY..Ir. ...._ _`. - _L . a�T�- '.427:4•71747-,LJ • 11 II! . i I I ..� T _____ : i . I _...�_ � . i . . ^ :�. � i ... ...,_ .. ; ` .._ I j 1 I I I ‘1 1 _.. �..._ _._ I i ! I II 1 I ! 11 1 I I i! I ! 1. ! 1 1 1 , I I t ( I Ill ,1 I III 1 1 1 1 .. ; ....... _...._... .__ I 's 1 i i III u1 .r., .1 ... .... _.�.la. \ ._.__..... / .. •.. _!.: - � - -- • ._. �_. 1....__. .. 1 ... _....•...._...._r.,.__.,.L.'t., 1 / •. , i.••...`.` r:i I' I. .. ' . -...1 (�~: ► . ( :.._.I:�(_.._ , ! .._.. I 1 .._.._. 11 .1 ; L�� " __C ! ■ 1 -- jii . , ii i i ......_ jrii ...___J ...,........,.,„„,,,,...,..1 ". " 4 74' I 2 I ft- 1 0 • II .14.1 II !: • rgr II I •••• T::::;.111 •, l' ,r ; ,, ._:„......,......: 1,.„, .........____•._ row 17f. • : „,, • , il J I I L : 4 i e (2,\. ec•;..... ,:1-r/rA , I I ....,,.......\ \ , j; / : ...-:".: ••:: 1 .14 \711..-I''''."..IIIII I I ....,_`• ... n l......) ' / ir I fi g. 0 A ID • • • • ti ifi 4D :4= 11 • • • III 1 I• , Oa! :e 1 : 1421 :i tu. 11: II 4 4. . 7: ! .41; ; , 1 131 : . 1, 3 : '1 0 ; ; 2! * t jfil , 1 1 : ; 1 . 11: 4 .4 4194 14S rinVilZklii1.11111 • I • • • 1:"". It • • I 1 • • • • • • • • l a , ..:: 2 .79 7: 1,:,.. i i ; ',..l i j .1 ,, r t 1 1.0r-ft 4 1 r - ..... =".: '' , - • 7/10 ▪ 1 421 , • t I CC Oa 1 • • mmk • • • • • co • • a p • W I ►' • 4; •1 Is ' 11 II • ' n 'I • • M I• I I. • • ; i 4 11 II II 1 1 M • • amimm tift00.1.0 ift•w t • • • • • I • '• . . . , , , ▪ 1 • 4 1 I. u I ,t II • •' , I, • ,, ...•.,N • .. , i S 5 • • ,•• .+• 4. V. ' ' 1 I ; i I' • .• • • I I • ,. • sa • 8. . , • 1• •• • gi; • i • 1 1 .11 lama ' I • • ) t•;R 11PP*011410o11k•1T11kwIle • WAWItolioNykwlla•k•71,liw9, 10.1, Mow 6 :20:22 PM, damn • •I 7 Li • • 205 Strander Blvd. , ti 'i • '• • 4 - 1 � _�_�_�_ ■ I' tw1__ wtw NN._w_.1_•• ''r'.rirrr__Y.Y•_r ∎_ ■ ' 11 ' • • i II 1 SI • • I II ■ • 1 ' I , ▪ I I I I I ; I, ■ I 1 ' ' 11 ! II!._. ..•1 i i •I < i[ I 1 •1• ••..1 .. I• q i 1 LI • i'1 4. I • I,'11 :• ,_....11 . , .I • I , +• I • ;!I ; ■ ; ; 1; •• I , 1 � I i C ▪ ' ,. 9 1 • 2 a N U 'S.. .. 'I,1 ••- • 4 ? ••1 ; V 1 '•1 ' I ..• . ` •••• 1 • 11 ; I • !. ._____ _ •L .. . _ ._ « . ..t...... 1 1 L� I � • ; ! I I 1 ! i'� • . � , %� • • I 1 t' I ,• , I t ; 1 ;•.. L ,I li • •{• ! • ! ,! • ' 1 .;.. ... I . .!'1 i i I • i � i i , I , I � I '!' 'o�tiy i •' � .; � ' � I �.: 1 1: i �, LiL•.:...:.�• . � 1 I ,I ,! I i . _. 1 ! I ; I •I; i.._ I 'ill L..• I 1 '. - i,(,.� -• ' _ .__ •. is; i I I •I I ; , .. ..I. i .. '�• ... .ill a' T 1 1 •�LJ�- - .L. y 1x ,,• , 1'l:, , fl - .I•._• ,' r ...�- I • I 1 I ," I r . kl I • ,. r • 1 j . 1 ' + � . tl I � • r. • .._ ,:;i.'....i►. II ,l •, !1 ,1 j I ! III ..... _ .,;, i•',;y„i} , ,..:�,.::. ,, i E l ( 11 I ; yp 1 .,..I • '• . •l`•1 y; ,: I !•'' .. ., . I I I , ',•r ... r •1 '' • i ' ' �r•,I• I `11 . 411 :I,I I' , II 1" 17 . . „ I I :; i 1 ` , III N N I ^ t . : " ; I 1 9lUC 1NRU i•• •,�:_• I ,. Illi d; u1t u 1 I I I I I .:. . .:J+li: -�tl ..,IU...•:a:,. :.L, /.a U�' ` ; ! If : � U N i • !' , ' •f7r.:1 �I 'Prl•Ia gE Q ! r•r.t .rl li;'i ! � 'X S Is .I •(r egt,,,e w9., • woo. a w_w w WALL I F:. j.- ;1 • ; t !' I f , ' • , I 1 1 1 , • I • 'I -• I . 5. S. i , ;1 `. I I I � .i, . 1 li , 1 1 1, f , •• II ■• —1--. — •..._._,•a••• • • .• a1(r % s of/ / Iq1:, 111 y , ... ,•i ! " v , lll ec ake 1 ;ct otx I NEW RESTAURANT CONSTRON WESTFIELD SOUTH CENTER MALL 1 • .�_ 14 x I x I Hu , _ •• . t • 1 ,..I ..^•• 1•h. _.. .• 'hr ..... I I ' . . _ . . j 1 1 ! '' III I I ir • - • I• rl� ly .' r•, , II :OE 1;111 I- 1 1111 � ' .; I- - _-•rw�. � f ' �' ,..:: : = — .r . ■ :: w = \: - " " 1( ' -� w • lill - I�� "�.. lY� � . w, I I ! �% {: ,.. I :Li.1117 .i-- ' ~1 • I f I 1 'll• 111 • N 1 •ter • 4r. _c 1JJC _ . -G.1 ,I _ ;Ilf l 1 I j p .....I± ' - -.. � : ";1 � n • • ,: ..� , I `` i — !fn i! , �� 7 II — ' - — • —, I I I I r 1 I 1 1 I ! I • • I l ; I • 1 l I ; I I I I I , 1 I • 1 „..::., ri' or.. ._ 11 ! I t ..... I I ) /; ~ '\ �- w1 I ! `� i �r -� : \ �;.;:;r. Imo '_,• I rr r r ^"�� r I 1 - I � II 11 , , 1 _ ..• I-�... _ 11.1 __.. IL__.. ii 1.._._1 1 ._.... ! _ ... I. _ �. i�. -� � .. - - -i ! , , iii i ; ; I! I I I I I tI; 1 ' I_ I I I 1 I I _._1 1 � 1 ; 1 a � ,� I _.I .. "-.: _ ..._ . I . - -L ..•...- �___ .......... r - - -; - - - ::� - ..... — _ t _ ... _�_ — .-._.. - - - -- I I ; _........._- : : 6 1 i , 1 I1M,1 • kjj " . 'i I ,I I: , I I 1•1 ••1 twe'.1 ` l •,. _ ' : -.1 ,. t he _::•_. : ) ". - . -- 11 Y .• I1 : I 4� , 1 , �. •• _, , I ( 1 'Y. 4 16 1..• .. I ... , : 1 .._r, •.. _... ..._.. ,1 . .. - -_i_ +1 ri 1 • • • I _. _ •I t 1. {• • I. !I I 11 Y y 1 ii ,1 11 4 � II ( I +p � 1, 411.1 l I • le � ;I I ' S I1 . ...... . -•..t % I I �- I 1 'S / • • • • •' / ' �i • Tukwila, WA 98188 • • • I ;Z*.• ••• :1171 i 1 , ,.....„ , ,......„ ... _ L . ... .. :... .. ... _ I , N . :I; ...• . tE'l ..-. - .iII I j_ .... 22_ ... _1 i i t' ) \>_ rt • • 1 I 4 • • • air • / ub • ul • ff' I( 'N 1 I ' 4 • t.-1 "jr t:-Tr- t:-.J __J le • DO DC 3/8 X lir C 1 81t8 DN 1'1 I .5 i . 1,1f4= • FiTiaTal :1 • CVO • • • I • • • • ..,....k,,--- — 1' A, hill' s. 1Pili plifl il i f i l i g ligliMillilliTlf l oR ly .2,2" 111413W” Zgfti' kC i ; il l 4 :11 R Fq 3 ei x t a . ,;43111,41.1i 918;4444,1,11551qtzi.14,4,‘;. 443,121tri:;it Tii;4•11:11:11illiagvel€461.41•1".:SZII: 41:11:21; 3119 illp4I !;14,...c,.. ia41 hl !''s S2,j • • t. • I • • CP soy II • 111 1 's tr N 0 l g gg ga 4 140 ▪ 442 ' • CFI crs • • • - ofg 0 P c) c. • • • • • 1 • f MAIN DISCONNECT BREAKER SWITCH RAIN TIGHT FLEXIBLE CONDUITS BY ELECTRICAL CONTRACTOR POWER FEEDER WIRING CONDUIT rErks:E COMMA NW ` s L_s J "PARALLEL- RAK" COLOR CODED DEFROST SYSTEM N--- - -BLUE x ORANGE 4 BROWN 3 BLACK erGVOL a Pan. BMOC .t 1 1 F 1 REFRIGERATION UNES TO BE RUN INSIDE OF RACK_ ACCESS THROUGH REMOVAABLE PANEL L ■■ntsaENtaot 60' u u ewe re • 002LuteemereiC00 11/1POMM•OOl■la/Yl[ ELECTRICAL CONTROL PANEL TO POWER PANEL 120V /1PH /6OHZ NEUTRAL L HOT I 1P 10 15A I SWITCH BY I ELECTRICAL CONTRACTOR Bf6iot Oral= I PARALLEL -RAK SYSTEM ALLOW 36" , N � GROUND (c TEMPERATURE CONTROL WIRING FOR WALK -IN COOLER ELECTRICAL. CONTROL PANEL CONTROL CIRCUIT WIRING CONDUIT EVAPORATOR COIL. FAN :E OTOR AS Q 'D. NOTE: ELECTRICAL CONTRACTOR TO PROVIDE LIOUID TIGHT CONDUIT TO I THERMOSTAT FROM COIL. SYSTEM "A" LE ,_ DrD- -- GfrROST TERv 110N//TAN oEUY 2. O01- - - -LRU LICE HEATER (240i,) 3. EST- -- -IIOW) SOLENOID VALVE 4_ ETC--- -ROCA! TERII"JSTAT S. FACTORY HCR1U i 6. MQD KM% 7. FieI DELAY AND D& UST TZR / V,T r ▪ TO • eaO..ITO • BLWC1071' nap snac n • "A I rr r -- 1 • - 1 Z 1 s..C 4 I Caaao I 0.. a.. suReOOL �.e1 � erw a w,lc •ate -':4 ELECTRIC DEFROST WIRING (DTI 4OST -240v) FOR IUl�1 K - FREEZER FOR fI ,L FREEZER LI CLEAR AROUND UNIT ELECTRICAL CONTROL PANEL LEFT UQUID SYS1EMS SUCTION LIQUID DISCHARGE . RIGHT REFRIGERATION SUCTION LINES WI. FRZR A 1 1/8 1/2 COMBS) BASE B 7/8 3/8 W.F. MRS C.O.F 1 5/8 5/8 COBS G,H 1 1/8 1/2 CHEF'S CTR J,L 1 1/8 1/2 PAN MILLER K.M 1 1/8 1/2 BACKBaR BAKERY N. P. 0 1 1/8 1/2 R -1 REFRIGERANT PIPING CONNECTION SEQUENCE FOR INSTALLATION RAT10N RACK O ROOF OR HIGHER !EWE VERTICAL RISERS mug Fos ago mew +•P ." gni REFRIGERATION 1.0E P -TRAP EVERY 10' REFRIGERATION RATION WIT TYPICAL PIPING FOR Psalm MOM-ft Os IOW Cock Piet I L_ L..., ....iii, Ma lc asi. .■sva tM fl. p�1�Rr R?t'.■s I £f Gas+ :JF PARALLEL -RAK ALARM SYSTEM ESTIMATED WEIGHT (LOS.) 4.130 I I REMOVABLE I II I I REFRIGERATION tI I I LINES TO BE RUN • ,I I ONSIDE OF RACK , I L- - - - - - I 6 L 6.) r7;4:1160 Was CVr iolot a�or Mioc At 1 gams crow itma) J FIXTURES DESCRIPTION TE� MODEL COMPRESSORS 4.0 23.9 1.25 7.0 208 208 3 li U) 1011. (95•F) I- H KMR -15 A 2 B 151 C 6 O 31/3 F 39 G 61 147 G2 139 G3 269 H HT 130 H2 130 H3 160 J J1 184F J2 184F J3 184E K K1 184F K2 184E K3 275 L L 1 184C 12 1848 13 1848 L4 184A M M1 184C M2 184B M3 184A N1 190 142 190 O 01 232 02 243 �( ENGINEERING SUMMARY CONDENSER FAN SYS. A & 8 MOTOR f 1 3/4 4.7 208 1 PARALLEL SYS. MOTOR f 2 PARALLEL SYS.MOTOR f 3,4, 6 WALK -IN FREEZER -10 -20 404A 518K4E -IFS -266 21.2 COMBO BASE O -10 404A CF061C6E -115 -270 7.6 BEER COOLER 35 PRODUCE&MEAT /OWRY CLR 35 RAPID COOLER 35 MULTIPLEX CK'S REF.2 SEC /COLD PAN 35 DC'S REF. 3 SEC /COLD PAN 35 :K'S LINE BASE REF. 1 SEC. 35 CKS UNE BASE REF. 1 SEC, 35 am UNE BASE REF. 2 SEC 35 CKS UNE BASE/PANCHILLER 35 MULTIPLEX CHEF'S CTR BASE 3 SEC 35 3/4 4.7 208 1 3/4 4.7 208 1 WAITRESS SIDE BASE 2 DR 35 CHEFS cm BASE 3 SEC 35 MULTIPLEX curs cm PANCHI.R 12PNS 35 airs cm PANCHLR 11PNS 35 PREP AREA PANCHLR 3PNS 35 MULTIPLEX CHEFS CTR BASE 2 SEC 35 CHEFS UR BASE 2 SEC 35 WAITRESS SIDE BASE 1 OR 35 CHI'S CTR PANCHLR 8PNS 35 MULTIPLEX airs cm PANCHLR 8PNS 35 CHF'S CTR PANCHLR 8PNS 35 MULTIPLEX BACK BAR REF. 4 DR 35 BACK BAR REF. 4 OR 35 P 233 BAKERY R L SOO NG GLASS 35 BAKERY BASE REF. 3 DR MULTIPLE( BAKERY BASE REF. 1 DR 35 COMPRESSOR f1 20 404A ZS151CCE -TF5 -225 84.9 COMPRESSOR 12 COMPRESSOR 13 20 404A ZS75KCE -W5-225 10.0 43.6 208 3 84.9 FILE SA870S LISTED 20 404A ZS/WE-IFS-225 10.0 43.6 208 3 84.9 MODEL NO. PAE2 -5E0 (Al R R R 5.0 2.0 2.0 1.0 208 115 115 115 115 115 115 115 115 115 115 115 115 115 115 19.5 208 E E C G G MULTIPLEX E G H 0 a MODEL SLAVE &MASTER 1 /t-ET090 /LET12C (AIRAK MASTE (ARRAK MASTE CAIRN( MASTE UNIT COOLER 1 1 QCF /BBL10 0.8 2.7 115 1 1 ADT09O 3.6 1 QCF/VA08 0.8 ADT120 7.2 2 ADT208 14.4 2 1 RAK MASTER 1.0 1/1 KNRAIC USTR/SLV 2.0 2. OR. EOU IZATION1 SYSTEM A. ETCH MT WU. BE EOJPPED WIN AN OIL SEPAILUOR Pi COmitaCTAN 1RTH sti OIL EOURRATiONt SYSTEM TO ASSURE A PROPER AMOUNIT OF OIL TO EACH OOKFRESSOR 1It•ETHER RIfitaYG OR CYCLED OFF OR CGtt.IJ v..S PROPER LUBR CATION. 8. EJOI OR. EQUALIZATION SYSTEM Sraa BE (WPM WITH OL SEPARATOR. OIt RESERR O . OIL RETURN FETER/ITR,ER ALRTO■AS.TIC OIL LINE` REGULATORS FOR EACH CWPWSSOR N.0 NI ERC4AVECTAG RUING PER So€tAi cC 1)ITc,NiAN. LIE OE LEVEL CONT2O SYSTEM SHALL EVCORPORAT! 9 6CtpTON VALUES TO FACILITATE SERVICEABILITY AND II:.WWWA:ZE SYSTEM CO TALENA `>CA RATING O 60 Hz 1 0 FAN HEATER RA V FLA V I PH 1 3 KAIRAK SLAVE 3.0 xAIRAx MASTER/ 2 XI O -SIR 2 ' 0 1 KNRAK SLAVE 1.0 3 KNRAK SLAVE 3.0 KRD -90R KRO -83R KRD -73R 1 KNRAK SLAVE 11.0 115 CHEF'S CTR BASE 2 SEC KRD -62R 2 KNRAK SLAVE 12.0 115 KRD -62R KRD -62R 2 KRUCBB -96R 2.0 115 2 KRUCBB -96R 2.0 115 1 TRAULSEN AHT232NUTFSL 1/1 2.0 11s !CAIRN( IASTR/SL 1 <AIRAK MASTEF 1.0 115 ITEM NO.152 -- REf101f REFRIGERATION PAc ACE_ THE REFRIGERATION PACKAGE SHALL BE PRE -EI EEREO AND FACTORY ASSEMBLED UNIT. TRADE NAME "PARALLEL -RAK . AS MANUFACTURED BY KAMAN ONISION OF (1W FOOD 031.15 GROUP LLC. 500 SOUTH STATE COLLEGE 8LV0. FUU.ERTO . CA. 92831_ PHOTO:: (714) 870 -8661. FAX (714) 870 -1977 E -mount neerknOiCc 1 c.com CONTRACTOR SHILL FIST NO INSTALL, tHIE.RE SKIM ON PLANS (1) KNRAK, U.t_ APPROVED " PARALLEL -RAK AIR - COOLED REMOTE REM/RATION PACKAGE. UOOEL1AE2=SEIL. WTDI CONTROL PANEL. 208 VOLTS. 3 PHASE 60 HZ. REFRIGERATION SYSTEM SHALL BE HOUSED IN A WEATHER PROTECTED ENCLOSURE_ T*E TRINE, ENCCLOSURE, AND PANELS Sl'.;LL BE FAB.?,CATTD OF GALVANIZED STEEL cHraf FRAME SHALL BE PRE- ASSORKED 1EMO. CLEAN MO PAINTED WHTH A PR.IIr COAT OF 7I C OLQOIAATE THEN FNSiEO %MTH A COAT OF BAKED ENAMEL EPDXY BASED PANT_ THE V- SHAPE CON CIENSER SITJILL BE SECfOWL. REMOVABLE. MULn- CIROLIITEO WITH 'M ED TUBE SLOTTED FIvID AND SHALL 8E BESIGW.D FOR 20 FM. CONDENSER FAY MOTORS STALL BE MOUNTED ON TIC TOP OF THE ENCLO5t1RE_ 1. PAP_JILLEL -RAK AR-COOLED REFRIGERATION SVSTEI A. PARALLEL CO/PRESSOR EMIT SHILL EMPLOY THREE PARALLEL -PRIED SCROLL CC PRESSORS (COPELAND). A CONTROL PANEL_ WER92E0 CONDENSER AIM) RECEII.ER Ni I■OUNTEA ON ONE COmmON STRUCTURAL STEEL FRAME_ THE CONTROL PANEL SHALT CONTA.N MI THE ICCESSlRv CONTROLS FOR 1000 SEANCE FIXTURES NO MOTORS. MO SHALL BE FACTORY AIRED TO THE MOTOR COMPRESSORS. THE I4 ER- COAAECTEO MOTOR COMPRESSORS 99u ACT AS ONE OOIIOENSING UNIT WITH CAPACITY CONTROL OBTAaED BY CYCLING ICINCUAL COuPIESSORS USNC ARA- 240 -AFE TTZPLEXOR SOLID STATE PRESSURE CONTROLLER_ TIE TRFILEtO4 CONTROLS 3 PARALLEL PIPED REFRIGERATION COIIPRFSSORS MTH G SET OF CUT -,NI / CUT -OUT SUCTION PRESSURE SEITAIGS AND THE OELAYS. B. EACH (ATT SPJILL BE MAPPED milli A REPLACEABLE CORE UOI% LNAE FILTER-DRIER VOISRBRE I17ICATOR I•IEI 'VALVE mouraw BETAIFENI THE RECEIVER OUTLET VALVE ANAD THE LtOUO IIAT•'FOLD. THERE STALL ALSO BE A REPLACEABLE CCRE- SUCTION LTAI FILTER MOULTED BET*EEN EACH COmPRESSOR AND THE Ma swim HEADER_ C. ,UAL BRAVA+ moos swim BE CONNECTED TO UOI* AN1) SUCTION LQ`E V.WfOLOS. TO AOW E Ir.TPLE EVAFCRATING TLI&ERAi4;S it1lTH7d A WOW OR LOW TEMPERATURE RANGE. CPR VALVES w!TH SUCTION Teri:. 8E USED. D_ FIXTURE T}£QMOSTAT Me LOUD ME =MID VALVE CO SINHATIONS SNIU. BE EMPLOYED FOR ACCURATE i£MPERAI lei : , e KNOW Y Cot'.TROt_ E N.J. OMEASNVG LAWS 9ta;.L BE AN AND FACTORY ASSEVEILE0 TO OPERATE WITH TIC REFRIGERANT SPECIFIED IN THE REFRIGERATOR ENGINEERING S UTAARIY WET_ R -404A RDROMAN SHALL BE USED ON ALL OOVIIEROAL N4) LOW TT:UPERATUtE POWER SUPPLY: 115- 208- 230V/3PH/60HZ FUSE SIZE: 250 AMPS CONNECTED LOAN 209.4 AMPS MINIMUM AMPACITY= 220.3 AMPS SYSTEM TOTAL POWER 208V, 60 Hz NAPS 4.7 4.7 18.8 23.9 19.5 i 7.0 2 KNRAK SLAVE 12.0 115 2 KNRAK SLAVE 12.0 115 43.6 43.6 43.6 PH 1 1 1 3 PARALLEL SYSTEM 3RZAM30 -2T -R4 10.0 43.6 208 3 3 3 3 ELECTRIC (TIMED) GRAVITY (TIMED) HOT GAS (TIMED) OFF CYCLE (TEMP.) 200' LINE SIZE (0.0.) z 0 U) 0 0 1 S 1 1/8 1/2 S 7/8 3/8 B 7/8 3/8 B 7/8 1/2 B 1 1/8 1/2 B 1/2 3/8 1/2 3/8 B 1/2 3/8 8 1/2 3/8 8 1/ 3/8 B 1/2 3/8 B 1/2 3/8 B 1/2 3/8 B 1/2 3/8 B 1/2 3/8 B 1/2 3/8 B 5/8 3/8 B 1/2 3/8 B 1/2 3/8 M M M M 1/2 3/8 B 1/2 3/8 B 1/2 3/8 B 1/2 3/8 B 1/ 3/8 B 1/2 3/8 B 1/2 3/8 1/2 3/8 B 1/2 3/8 B 1/2 3/8 M 2 5/8I 3/8 1 5/8 8 1 3/8 B 1 3/8 B 1 3/8 7/8 7/8 B M S z F ACCESSORIES (SEE SUPPLY CODE •) F 1 3/8 F F Yc 0 Get ri YY ZCC . s o Q g to X TIME CLOCK F F F M U F F F F F F OTI40ST M M M F F F M /1QRTUZ -1120 F F r 7M /1QRTUZ -L120 F F F M /1ORTUZ -L120 M M (IL- 72ASTUZ240 M M (G&H) M M M M M M M M M M MIL- 72ASTUZ240 M M M (J &L) M M M M M M M M M M M M M M M M M M M M M M M M M M M !I MIL 72ASTUZ240 M M (N &P &0) M M M M M M M F F F F F F BRANCH MAW SINGLE • SUPPLY CODES: F - FACTORY *STALLED L - LOOSE (FIELD INSTALLED) M - MANUFACTURER EQUIPPED R - REFRIGERATION CONTRACTOR SPECIFICATION A. ALL REFRIGERNA LOSES SHALL EIE EXTENDED TO OttE SCE OF THE PACKAGE NI A ATAT AND ORDERLY MANNER. SUCTION MT C. ENDS OF LACS SHAU. BE CAPPED AGAINSI CONTAMINATION ASTER THE MIT /S COMPLETE. THESE CAPPEO ENDS ARE TO BE OPENED °my AT ram COmECTION OF TM PACKAM TO fIXTL2ES. 4_ COFITROE PANEL A. THE PAOCNX SHALL HAVE FACTORY 1101,NTE0 AND PRE-ITIRED CONTROL PAVEL CORPLETE 111TH INTIROCKED MN-FUSED DISCONNECT. COMPRESSOR CIRCUIT BREAKERS. coNTACTORS AND Tok a.00KS WALED FOR SRIGLE-POINT POAER COreECTION. PROGRAu TRIM SHALL BE USED FOR ALL COMMERCIAL lEssPERATURE SYSTEmS MANUA MODEL 07140ST TIDE CLOOCS SHALL BE USED FOR LON TEMPERATUFE SYSTEmS, • EtEC1A3CAL CONTRACTOR SHALL PROADE MD INSTALL mATA PONER WES TO PosEL PRINX)E WARE PA92‘... WRNG FOR CONTROL AND OEFROST SEATER BETKELN ANS TilE !DEFROST CLOCK AMI THE RETRGERATION MURES. Au IN ACCORDANCE isITH DE Aram DIAGRAM AND LOCAL COOES. 5. TEIAPE MONITOR. FREON LUX DETECTOR. AVMS MO SAFETY SYSTETA AT vANNGER'S C1TKE. OPTIONAL °WYNN PROMET3 A. SYSIDA SNAIL luOsaTOR TIC TEMPERATURE AND FRIER CONCENTRATIONS AT EACH RD STATION BY IMPLEVENTADON OT A TAR 21170 TEmPERATURE CONTROLLER CYCLIC CCFROST TatER s1111 A FREON SENSOR PROSE TO A USP 1913o catamount THAT IMOSTORS TIC OPERATION OF HIGH AND LOX TEMPERATURE PARALLEL svsTcus Ale 81TH A EGS 10T REGINGERANT 11.sx OETECTORMARu EIOTH CONNECTED 10 A VPR 1900 COAIPON40 CENTRAL CONTROLLER LOCATED ay Tie EL THE FNE WIRES MO A FREON SENSOR PROBE SHALL RUN TO Mg STATION TO EC SLCRID BY KARIN. THE MS 101 poi KM:MATED STATION. IVON REACHING PREOETERIANED LOAM OF FREON PRESENCE VPR 1900 ISSUE AN EACH SYSTEM AND EVAPORATOR G SrEPPED UNDER NITROGEN Par.ssurcE. USE CAUTION oat) DEMISE SAFErr AT ALL TNES TRAM PREPARNG FOR MIL HOOK EVAPORATOR 1:17ItS S/ BE DIRECT EXPANSON TICE FAIR:CATO) OF COPPER ROBES IKIH ALIAANUM FINS. AuL EKsPORATOR JUNCT2024 sox FOR posuwE Pomo comm. THLNIA3sTAT & 1,050 LAE SOLENOID FOR SYSTBIAS 01 & 02 S4PPED LOOSE FOR FEW INSTALLOON. SNGLE TNE CLOD( SMALL CONTROL 130nt COILS. 'REV LEVEL A Al DESCRIPTION INITIAL RELEASE REVISION COOK'S UNE & BEER Mier OATEN 1-30-07 2-15-07 0 z 2 III § LcuoLDinx ancoa 0 CO CC -J • co co a. 0 0 0 LAMUG OIECICIDIrt C. BOU1CHAUL taw OARING IC. SKIT 1)01-11q a. a 3 REVIEWED FOR 1 CODE COMPLIANCE City Of Tukw:!a BUILDING DIVISION 1 TriMark Raygal Foodservie Design, Equipment cal Sup* 2719 WHITE ROAD IRVINE, CA 92614-6269 h4 elm 04 P4 Or-WS rrill cre r4 sae tt440, P410 WWI eter ley *Oa deke4-s t.) ;ki mos' 4.2.4 Ep 10-04 140 setae feet T eSI eras reed &ars ot faro at try (Per ;ors 04 b:00 17 04 SW er.:4101 0. Caen Pena* kali al artar4 PO 00c0**X10, pwe gee." terVa.10 or try stoves maw, ty bed eats (oast.% eaten. Mott wee. waded or al pems cakiat GI Sims ftyy31 lb ontoral akaame as by etycy tor y." *oft 1... *Pak* 4:keel col Ws eArt O PROGRESS PRINT 01-16-101 R KICK OFF SET PLAN KEY O BMOC DEPT. PIM CHECK • 13ID SET O CONSTRUCTION SET O SUBMITTAL DOCUMENT 2 fe- L 0 2 2 c g o (13 _J. 0 -1 v-1 cee 3 1-u- 0 6 1,;01‘21 I C) D g c g 0 1-- W to :!..) c 0 2 g co REMED aNOF Ft' So-EET 7 REM -0992ATiON SYSTEM DATA K-7.2 ei 1 et AC f 1. CURB OPENING FOR ELECT. LINES I NOTE: RUN EACH DRAIN SEPARATELY 72' NOTES `C' GALVANIZED SHEET METAL CAP 3/4" PLYWOOD -� mtr ROOFING MATERIAL TO RUN UP UNDER CAP TYPICAL ROOF PLATFORM DETAIL - FOR REFERENCE ONLY GENERAL CONTRACTOR NOTES: 1. GENERAL CONTRACTOR TO PROVIDE LEVEL PLATFORM AT CODE HEIGHT. 2. PROVIDE SHEET METAL CAP (HAT SECTION) WITH WATER TIGHT SOLDERED JOINTS. 3. PROVIDE PITCH POCKET IN THE PLATFORM WITH 2" HIGH COLLAR. 4. BACK FILL OPENING WITH HOT PITCH AFTER COMPLETION OF ELECTRICAL AND REFRIGERATION PIPING. PLATFORM DETAIL INSULATED SUCTION LINE & LIQUID LINE ---- AIR FLOW -0- (LOW TEMPERATURE ONLY) ELECTRIC HEATER SPIRALED AND TAPED ON FREEZER DRAIN LINE BY REFRIGERATION CONTRACTOR 1 COIL ALL DRAIN LINES REQUIRE A MINIMUM OF 1/2" FALL PER FT. COPPER DRAIN LINE R -2 CONDENSATE DRAIN (TYPICAL) it I CT EFRIGERATION ONTRACTOR O SEAL PENETRATION CONSTRUCTION NOTES FOR TRADES 179' CONTINUOUS CANT STRIP RAINLINE TO EXIT 45 0 BACK OF COIL_ EXIT FROM FREEZER AT EARLIEST POSSIBLE DISTANCE_ COPPER UNION TO BE SUPPLIED & INSTALLED BY PLUMBER. P" TRAP 47 AIR GAP BETWEEN DRAIN & DRAIN UNE_ FLOOR SINK OR RECEPTOR GErCFRAL OONIRACTOR A CONTRACTORS SHALL VERIFY ALL DIUEN9ONS A19 COOR02u1TE NTH OTHER 1RAI(S. 8. GEHt,ERA . CONTRACTOR SHALL PREPARE AND WEATHER PROOF THE PLATFORM & CURBED OPENNGS. 2_ REFRIGERATION CONTRACTOR A. ALL COPPOt NAM 10 BE 8. SILVER SOLDER A1�iD/OR AL-FOS Amax BE USEO ALL REFMG FONT RANG. SOFT SOLDER IS NOT ACCEPTABLE. C. ALL PPVG TO BE PRESSURE TESTED win; NITROGEN AT 300 PS. AFTER THE CON'DENANG LINT AND COL HAVE BEEN COPATCTED. THE BALANCE OF TIE SYSTEM SHALL BE LEAK TESTED VRTH ALL VH_VES OPEN. D. THHE COUPLETS SYSTElI SHALL 8E EVACIATED WITH VACUUU PAW- L CHILRG(. TEST. AM) NUM EACH MT_ F. REFRIGE0T70N CONTRACTOR TO PROvPDE NZ INSTALL ORAHN UHE NEATER IN FREEZER 10 BE COKNWIED By ELECTRICAL CONTRACTOR. G. REFRCERAM SUCTION LAS OUTSIDE OF REFRIGERATED COUPARTvENTS NOT RUN ow COMMIT. SHALL BE INSULATED SICK TO COMPRESSOR warts ARMSTRONG A4 &' -FLED AP -25/50 FOAMED PLASTIC MluLATION OR EOM IN ACCORD NTH MECUM OF THE IMMNACTLIRER. IMtMUV TELH MT 6t 3/4 H FOR COUSTR^...AL TEMPERATURE ANA 3/4 INCH FOR !Ow 3. 1 C ONTRACTO, A ELECTRICAL CONTRACTOR TO PROM( POKER FOR REFFAG€RATION PACKAGE A'Es CONNECT CONTROL foe DEFROST SNSTEu AS CALLED FOR 54 THE wWNG DUGRFIY. 8. acct CONTRACTOR TO PROVE 4 -1FRE COLOR -COOED SERVICE r ou TncE Td1E CLOOC AT THE REF2CERAUON PACKAGE TO 81.06ER COL 111 Foam( FOR A!1TOUATIC DEFROST. C. ELECTTRCAL CONTRACTOR TO CONVICT DRAIN -LCD HEATER 54 FREEZER. D. AU. ELECT'MCAL M.3AlG /MI INSTALLATION SW&L BE me ACCOR.++VCE w!iH THE WRavG moon AN'D LOCAL CAOES. • PuaraNG CONTRACTOR A. PLLNEFNG CONTRACTOR TO PROVO( Tl?E 'N COPPER ORAn OR HHfA;K - 54 FEFR7GERATgN 1Np FMZE& P..CHED 1/e PER ;007 OF R %. :�1 iaU2ER In. - ATet7 .?'t&N LAE was; t£ OL;':SIDE OF NeSuATION TO PRENt7IT FREEZ VG. TAP ORA'M Lam Olf19CE OF REFR'CrERATEO Siva TO Z :OO ENTRANCE OF =Ms AND MOIST Ate. B. PLILY3w CY TeRAG:OR TO Pnu-OE •06:CuA OR A,: Lrt Fpii EACH EYAPOIMT(IR imaESS 071.ERA•E CALLED FOR. C. ALL PL1. v; ..ST$iuTO4 Amu BE eel AOCCIR;ANCL 1►':HH LOUL CCOES. NOTE: - ALL SYSTEUS ET4N_EEREO WITH R -4040 REFRIGERANT- N.Y BASES/COLS NOT SLPP.IED BY Kz RAK ULAST BE :CW'PED 11101 R404O EXPANSION VALVE. - COrt cToN Las 9ZES BASED ON 200 tfAX L RtiAHS. F tat RIMS EXCEED 200. C0145LLT FACTORY FOR PROPER UNE SIZES. - ccvPRESSCR MOTOR PROTECTED UNDER rFcv.4.RY SINGLE P- SE PROTECTION.' - LIE CLOCKS & T -STAYS FGR SYSTEV ',1' TFRJ If TO BE 1/C4 cTED ON DE Tisa S OF COI.AITER. - REFRGER;TAN CG`1TRACTOs? TO MADE P -7ZCP E•.Ee?Ir IC IN /i!t WRFC& RSERS. - COtt FOR SYSTEMS - Er & V PQOVDE0 Writ COATED FAS_ - (OPTC ) f:'ROME BA+GD i NO 3C 9TE CEAT G ON CONCEKSER GOES. 196' PAD TO BEtEVEL CURB OPENING FOR REFRIGERATION LINES Al 9b 1 5' 10' 7 •• GENERAL CONTRACTOR TO PROVIDE LEVEL PLATFORM AT CODE HEIGHT. PRIMARY COIL SECONDARY COIL R -2 10 WSI POTHER PAWL 115 - 206 -23OV. 3• 60 HIi 1 TH1 PEUfRAL 10 GAUGE t1._ REOARED FOR 1stUTRAL. maw OXS00PCCCT Oi r. SUPS RAPID COOLER ELECTRICAL SCHEMATIC 250A POWER PLAN 3ir I • NOTE: USE TRAX OIL RECOVERY SYSTEM FOR THESE COMPRESSORS. • OR 01:11 ( 16 1 51 i T NEN FRESSUIEt WOW R -2 PIPING SCHEMATIC Ms ODE SIT CANI NAM° •/ %CROFT WOES 1 Sir sfir :IFtT 1 ; t: t 022 X0 Co L7 111L2 • 14 29 7 7/8 C 9027 lat • : Flu 1 7 E. . (R8V48122) ® 21 I 13/1' : 1 3/8" '. St f S t 2 yoll AL 3 aF 17 9 s 23 Co SUCCOR 11VECLD - 9LA-0ff WILLES PRIAM ON EACH WNml MIN 2S/4e 7% 1 - PROVIDE SHUT OF VALVES ON LIQIUD&SUCTION &TIME CLOCK ON ALL EVAPORATORS COILS FOR WALK IN COOLERS ONLY. 2- PROVIDE SLAVE & MASTER ON SYSTEMS WITH DUAL EVAPORATOR COILS. COOLERS& FREEZERS 3 - PROVIDE 210 PSIG HEAD PRESSURE VALVE & 120 VOLT RELAY FOR ICE MACHINE MODEL( km -1300. km1600. km -1200) ONLY. 4- PROVIDE 208 VOLT RELAY FOR ICE MACHINE IAODEL(km -2400) & NO HEAD PRESSURE VALVE_ 5- PROVIDE LOOSE PARTS ( 3/8 " SOL X 120 V COIL X 3/8' & 1/2" BALL VALVE) FOR EACH TRAULSEN UNIT_ 6- PROVIDE SPARE PARTS AS USUAL. 7 PROVIDE LOOSE & LOCATE INSIDE ELECTRICAL PANEL THE ALARM PARTS. 8 - SYSTEM - F- RAPID COOLER IWO COILS (ADT208) FOLLOW SPECIAL ELECTRICAL SCHEMATIC 1 1/8' I tONCUAL UIL Srs Sr "swum_ MOO LIE NW= - 9Ur -Cww NOES FAMED Ito sa I w 20 21 J I J t 21.OMBH 5.0UBH -10T OW 3/4 L B L- 1 IP H I/2 2.2111811 .2MBH 20F 20W Ni 1N2 \' ��Jil• r Y •= H - • ` - rr!•:n.'7 .z•AIM Mt 7/8 T 9.0MBH 25F C 3/8 r11- NIMBI MI : . - "CM S : R!C ! 7 9UtCFF 11S NNW - - - 24.OMBH 25F D 1/2 J 511110FT - - - - a e -•ra ■ f�7 L t'1 444 D oi -119 I I 20.8MBH 20.8MBH 25F 25F 1/2 J 1/2 4.6 1.1611 4.6 )4611 1.8)4611 2.06MBH 3.191.4BH 7.88MBH 20'F 20T 20TH 20T 20'F 20'F id1 G2 G3 H 1 H2 H3 __Da_ In 5.2515611 3.75MBH 6.OMBH 3.94MBH 3.94118H 2.061.I611 3.90181-1 20W 20F 20W 20W 20W 20F 20W J 1 J2 J3 L1 L2 L3 L4 3/a �3f8 3/g 3/e PE 3/E T __ H In 1/2 6.19MBH 6.75)4611 5.06MBH 5.06MBH 4.5UBH 6.19M8H 20T 20TH 20F 20TH 20•F 20TH K1 K2 M1 M2 M3 K3 - -� 1/2 I 4.2MBH 4.51.4BH I.8MBH 20T 20TH 20TH P Q1 Q2 -I-- 3 J3/s J3I MOIL 001. PPM - 9Ut -01F MIS FAMED CM DO1 COL l��� 3oe► I��� PREV LEVEL A Al DESCRIPTION INITIAL RELEASE REVISION COOK'S UNE & BEER cooler DATE 2 -15 - 1 -30 -07 i Or1JOAN WV A LAMUG DUE 130-07 ORNIPNIGNOs RK7TCF112 OIEOCEIDBV C. BOUKHAUL r 2 R ; 2 sums 3 I ilEVIEWED FO 1 Cf ,7'.E COMPLYA' NCE I APPROVED e • I`t■ •! : -/ di ci of Tur : :1a I BUILDING DIVISION 1 en. • • 411 • • TriMark Raygal Foodsuwe Design, Equipment and Supp es 2719 WHITE ROAD IRVINE, CA 92614 -6269 1 949 -4 1000 F A X 949 - 47 4 - 1122 F - VAIt :DRIIIICSVRA1CA1.00V 7-4 q7- a• re q..... ere+M we at sole "way :Cron. F:a -! r. y Ott be re; ,cod dTl!d ,tr usea ea en. /re. a sel s .tie. :To/ tee r2tee Ce•r -iu'o c' :• :.s� Fyty cr_;eti Ake Al *seed etiaews I ri Oar I I e9Fr.e1 a eLY 1.•J ..d bdre fern ▪ asb I 4re .s! 1 ydoyxe .i:.j ;e Y• tO eta3 teewe •rier it, a 1 f:•rwen teen. r %s Ist ct wet Vector NS on ::s 1�7e se M a x•2 .!t ; to Trot Re/01 A nee ss: e 37 m to re Ewan, Of 1.c6 i!7reorr F --2 •cc• .i evrauls. ex --.ire yes (hI 7e to eald- et elso nn 14 F'- ref :: FS sr. *1 w.. rote- T rot ;In Rxt .•, sACrzx'as s3 :ir.1n &beDig. eacbtd. tam..:`-s t.Yri e;e+rt ems) ere for re sane ;wet* d 1133 .er,;.e -Ie werce a role 13 re ce <r • 7:t:a•r3 pat es rorentsyfIngd <trore t46.1ei Of Sines. Imo eta. ;471•1 ed es:,ne try •Ope•• s!Tey I e "we, a t.1s -q ears yeerese sb1 to ty 7e I •r e ,9 ca7n117 edr11iq d r..4s,•i. o - e-^7 a+ r! oss one A :vs •, ICtive•e ws :- c46os x sea, or a7 ate- Net , ct 'I or tsar I:, s,cl .:•r. eery SAO . I s h !!r4y4 Pc ,» wend, 1 ea Water be i.6ce'ed oft Mr G:% 1 t is net veered, Adders on n.1• Pal e is re o pee d trees S;fr c,ta Ad SW be »meta tt seam Yea. Pap our +t res,crslly ter .:es dare ty re roves cart-4o. r o sacs•. •x:i d re 9er3 canivAtct v tty a urges ny$e necessary ty lets copes ijr(#4 t SAW.% t Perrot crS <ts. Fee tyr ex) or COASSIs h ae caw. aeeeta : s ay ere se11. easels of Wars Rypt . es eti i. ss re Sri r. :•:s Ors tecsr es rid upon sxt dQies n1 . co d he cc-:Teed .- re egy.nclete mattes we me, ty -C( Cyr thee' n.4 dta b eee I - <e 1114. d :! -ce . m tCs t:s keen Cried vet e.7.Oit : e1 d' • 1 071 trdte<te$ Olds) t.4 ey icees rtes. e•-ss. or..sares or cnh- oars lk tees erocrled I Tlps ewe I4r teewono Ices. tore tc t4s Or rnre•oeng o .:a earrbe- < a rte: °eve °etc:vet d t; A:70; et °aria pees ,es t4ap4C :h re rrrrd es o Cebess t� snes toy . 1a y rat Vet!. r ee ct cc a evr cartel : •et•ed On I I p:tn. 0146.01 X KICK OFF SET 02 - 23 - 01 8 HEJIUH 5EPT. PULP CHECK O RAMO DEPT. Pint CHECK O BID SET PLAN KEY • O PROGRESS PRINT O CONSTRUCTION SET O SUBMITTAL DOCUMENT : ES is ? : Tri•Crit E CFtiN : Tra's:ric Revisor 010.10 : Trio-lark Rcyasor- _ v � : AS 140W .c4? N-WEER : 505 S - 1E . TGN SYSTEM DATA I 2 J L 0 z g 0 ED U L. 112 cc 0 w F z 0 F- " C o 01 m co Ct1YQ : Z 1-i 2!- f it K7.3 CF spf ErS 1 ITEM NO. WEIGHT (LOS) FILTER TYPE' TEFLON OTY SIZE FLAME GUARD I TEFLON FILTERS WITH EXPANDED METAL 152.1 413 s 25x20 152.2 540 TEFLON 7 25X20 152.3 540 TEFLON 7 25X20 152.4 529 FILTERS 7 25X20 DATE -E•904 By OJSTMER TRIMARK RAYGAL INC. DATE 02/23/07 Duo. S.V.B. scrag 1/2 ' =1' -0' PROJECT THE CHEESECAKE FACTORY TUKWILA, WA o . ne STD SL6541 -2200 SPRING AIR SYSTEMS INC. OAKVILLE, CANADA 905) • -2999 REV. 0 • SPRING AIR SYSTEMS INC. HOODS ARE BUILT IN ACCORDANCE WITH UNDERWRITERS LABORATORIES LISTING "EXHAUST HOODS WITH EXHAUST FIRE DAMPERS ", UL FILE NO. MH26919, MODEL B; UNDERWRITERS' LABORATORIES OF CANADA LISTING, "HOODS FOR COMMERCIAL AND INSTITUTIONAL KITCHENS ", ULC FILE NO.CR1907;AND CURRENT EDITIONS OF NFPA -96 AND UNIFORM MECHANICAL CODE ITEM 152.1, MODEL FN -B 917/5.25 ITEM 152.2, MODEL FN -B 12.0/3.75 ITEM 152.3, MODEL FN -B 12.0/3.75 ITEM 152.4, MODEL FN -B 11.75/335 NPFA -96 1 -3.2 CLEARANCE NOTE: HOODS. GREASE EXTRACTORS AND DUCTS SHALL HAVE A CLEARANCE OF AT LEAST: - 18 in. (457 mm) TO COMBUSTIBLE MATERIAL - 3 in. (76 mm) TO LIMITED - COMBUSTIBLE MATERIAL - 0 in. (0 mm) TO NON - COMBUSTIBLE MATERIAL. ALL WALLS SHOWN ARE ASSUMED NON- COMBUSTIBLE 3" X3" 16GA. FULL LENGTH ANGLE BRACKET 3 SPACE TO WALL MOUNTED LIGHT SIMTCH BY- ELECTRICAL 45.00 3.25 "AIR SPACE 6" S/S FINISHED END TYPICAL HANGER ROD LOCATION 3_ I 6.00 0.50 GAP WELD BLANKS & END MULLIONS IN SHOP 9.00 END MULLION EXHAUST DUCT COLLAR 1" PERIMETER FLANGE 2 0 10.0" x 16.0" 1800 CFM 0 0.35" W.C. SHIP LOOSE 25.00 16.00 24.00- 24.00 BLANK SHIP EXHAUST DUCT COLLARS LOOSE ! DO NOT CUT HOLE IN HOOD 56.00 24.00 BANK FACTORY PREWIRE LIGHTS ON EACH SECTION. CONTRACTOR FIELD WIRE BETWEEN SECTIONS 24.00 rst ---441rV I Ainr pp- •. r r< $IOOD BUTT N 4 SECnONS. 1MTH CUT OUT SPACE AT JOINED ENDS 16.00 END MULLION 24.00 28.00 -4 c7 CCM 1523 12.00 3.25 141.00 144.00 EXHAUST DUCT COLLAR 1" PERIMETER FLANGE 2 0 10.0" x 16.0" 1800 CFM 0 0.35" WC_ SHIP LOOSE 28.00 12.00 24.00 BLANK CfON ei THE TfOOIE SECTION ASSEMBLING 30 VIEW 16.00 24.00 56.00 24.00 BLANK EXHAUST DUCT COLLAR C/W 1" PERIMETER FLANGE SHIP LOOSE 3 "X3'16GA. FULL LENGTH ANGLE BRACKET TO HOLD TO WALL FLAME GUARD TYPE 1 FILTER HOOD BUILT IN 4 SECTIONS. WITH CUT OUT SPACE AT JOINED ENDS 24.00 16.00 END MULLION 24.00 BY INSTALLER HANGER RODS 3" AIR SPACE GREASE CUP 28.00 4 12.00 27.00 12.00 -24 -00 45 -54" OVERALL HOOD LENGTH 45' -64" BETY. EN WALLS PLAN VIEW FILTER ARRANGEMENT BLANK 3.00 EXHAUST DUCT COLLAR 1" PERIMETER FLANGE 2010.0"x18.0" 2100 CFM 0 0.55" W.C. SHIP LOOSE 18.00 1 10.00 LI _ 3 -00 6.00 10.00 ni P 0 24.00 I 37.00 2.00 63.00 P - - - APPLIANCE I � I SECTION VIEW ITEM 152.1 54.00 24.00 144.00 BLANK 1 I 1 24.00 END MULLION i 35.00 84.00 18.00 27.00 T 153) 24.00 12 -00 r 11. i EXHAUST DUCT COLLAR CAT 1" PERIMETER FLANGE SHIP LOOSE 9' -9" BETWEEN WALLS EXHAUST DUCT COLLAR 1" PERIMETER FLANGE 10.0" x 20.0" 2500 CFM 0 0.35" W.C. SHIP LOOSE 45.00 ------20.00 22.00 22.00- 22.00 110.00 BY INSTALLER HANGER RODS 3" X 3" 16 GA. FULL LENGTH ANGLE BRACKET TO HOLD TO WALL 3" AIR SPACE FLAME GUARD TYPE 1 FILTER GREASE CUP HOOD BUILT IN 4 SECTIONS. WITH CUT OUT SPACE AT JOINED ENDS 45.00 • la 0 0 0 0 22.00 11.00 END MULLION fir o g„ t (it I III a i ll II 1 I 3.50 3.00 45.00 6.00 1 10.00 II _1 3.00 37.00 - - APPLIANCE I \\,..b.X\ �\` \ \\\ \\ 1 21 1 \ �. �. �►'r; + � 3.00 ! \ 18.00 ■� � ITEM 152.1 0.49 GAP 63.00 SECTION VIEW A -A, B -B, C -C ITEM 152.2, 152.3, 152.4 3 "X GA_ FULL LENGTH ANGLE BRACKET 3" AIR SPACE 3.5" AIR SPACE 6 S/S FINISHED END 35.00 84.00 HANGER Roo stNNGER ROO MIT , l UD HO LE - t/Y. •n /3Y RANGER NAOQT OFTSET //Y FROM 8XE or stoop 90' EDGE D 01 19 , r . :41 -9 : 7 1 \ re . .,,,.- 4 P ti� t i t • • • TR • 1 I1 TriMark Raygal row off, [Q;pnera ona soppres 2719 WHITE ROAD IRYINF, CA 91611 -6269 I 949 - 414 - 1000 FAX 949 - 411 -1121 [ - Ilil:DllllltSlRAItILtOY ttia pas .td M ar6gs t«f• s. e ..elt peaerq d , ayv�t t +dR..a�o a .4 - _ •.j:_ • betrt egad . e6aer. tidal 4ritiw tir< Ow . be we : rTq Ii t Pi Wen web . ert b eaoe. 's tae mpt.�b d His Ow b wad cell Wows bier the.. sere.• Weer, rel d tiles bleobewowes s is pe we fees Gmbh be ha6e. Ifer % .1 set lame vv�� c L eohasty d ae ell T�atert, ek � a+a Flee •a b aeirem d ii ewtisa a ti pe ell as job .ae. At itassFs s ah$ - e r . geor ceehbrsder a w. yrard •to t•d ✓s llAorhblcirs b pslrs (Tbeaiy dxYs0. « .od ele ctet peels rr ..pnw�l•� a F siq el nes o il • •l . 1 % VI ba t tllmt.i tl.ewe r • sob b .I er q ° t Ml ; ; w tb d °�`:d aM (M �ootwc iw t d d wa fee spi�.et:.d I di d What a .Ar atlR Para adsie v labor fr bee hurt a fa erg do .at 's i Knot m utt e a sOeoII * be iaatated « t pR i a b ad apioTaay betake, as Ns ebb. I it et. pot of Matt Rbge eerfad ltd !d bt Tmidd b errs Yost Awl ti oboe e• ter eeert .oae A >ti iow.der a • role maw" d b colas {.de(. bob.} I ab ptdaA. dc) a asses i re aa- +sC.�dbd v .y deer._ rRfOe d bfisk Rip! .1 .dace, Is 4e lei¢ {f: p. b.atwes .aid Goa. teeth 1heTa. ad .cab mot be m•dald _ alt aprapile awslie s as pork y that aygat. Mime M Se i mat- Uwe flat d bicemAro s !1i p• bob be.. monied eta mtperd .it ether poet (ema& sdhbedral ebb) set a9r broofdroes ems. ~21. Or aroO fen rot bee ward b Yost *d fee wise aeraaes lb aldt«ht ..men* wl toe sale ia .ale wet Was b . e d O . Para. a dodirsf awItel low ad be paQi ly Me Tt. dice saes van idrddea obi 0 PROGRESS PRINT 01-1 6 N Ki K OFF SET 02 -23 -01 ® IO&TH DEPT. PUN OEM O BIADNG DEPL PUN CHECK O BiD SET O CONSTRUCTION SET O SUB MIRAL DOCUMENT 0 A 0 0 0 0 0 0 0 A 6 PLAN KEY DESIGNER CAPON CI£CXOT SCatf : .TJB PA..w6ER : 50 AS NOM, K-8.1 Tr..Mat Reappe Trl'. 't Rot921 Tr: 'Ct'icCO1i00' 9UT T::.E FOOD SHOP L7QAn N65 Cr 9 8 a4 3 I' CONSTRUCTION RESTAURANT Tukwila, WA 98188 205 Strander Blvd. ITEM NO. WEIGHT (IBS) FILTER TYPE _ OW SIZE 282 i 2 8 ALTERS 3 25X20 ITEM NO. WEIGHT (IBS) 364 FILTER TYPE TEFLON FILTERS QTY 4 - SIZE 25X20 61 SPRING AIR SYSTEMS INC. HOODS ARE BUILT IN ACCORDANCE WITH UNDERWRITERS LABORATORIES LISTING "EXHAUST HOODS WITH EXHAUST FIRE DAMPERS ", UL FILE NO. MH26919, MODEL B; UNDERWRITERS' LABORATORIES OF CANADA LISTING. "HOODS FOR COMMERCIAL AND INSTITUTIONAL KITCHENS ", ULC FILE NO.CR1907 ;AND CURRENT EDITIONS OF NFPA -96 AND UNIFORM MECHANICAL CODE ITEM 61, MODEL FN -B 8.08/3.75 SHIP EXHAUST DUCT COLLARS LOOSE ! DO NOT CUT HOLE IN HOOD NPFA -96 1 -3.2 CLEARANCE NOTE: HOODS. GREASE EXTRACTORS AND DUCTS SHALL HAVE A CLEARANCE OF AT LEAST: - 18 in. (457 mm) TO COMBUSTIBLE MATERIAL - 3 in. (76 mm) TO LIMITED - COMBUSTIBLE MATERIAL - 0 in. (0 mm) TO NON- COMBUSTIBLE MATERIAL. ALL WALLS SHOWN ARE ASSUMED NON- COMBUSTIBLE FLAME GUARD I TEFLON FILTERS WITH EXPANDED METAL FACTORY PREWIRE LIGHTS ON EACH SECTION. CONTRACTOR FIELD WIRE BETWEEN SECTIONS SPRING AIR SYSTEMS INC. HOODS ARE BUILT IN ACCORDANCE WITH UNDERWRITERS LABORATORIES LISTING "EXHAUST HOODS WITH EXHAUST FIRE DAMPERS ", UL FILE NO. MH26919, MODEL B; UNDERWRITERS' LABORATORIES OF CANADA LISTING, "HOODS FOR COMMERCIAL AND INSTITUTIONAL KITCHENS ", ULC FILE NO.CR1907;AND CURRENT EDITIONS OF NFPA -96 AND UNIFORM MECHANICAL CODE ITEM 282, MODEL FN -B 6.42/3.75 SHIP EXHAUST DUCT COLLARS LOOSE ! DO NOT CUT HOLE IN HOOD NPFA -96 1 -3.2 CLEARANCE NOTE: HOODS. GREASE EXTRACTORS AND DUCTS SHALL HAVE A CLEARANCE OF AT LEAST: - 18 us. (457 mm) TO COMBUSTIBLE MATERIAL - 3 n_ (76 eTim) TO UNITED - COMBUSTIBLE MATERIAL - 0 in_ (0 mm) TO NON - COMBUSTIBLE MATERIAL. ALL WALLS SHOWN ARE ASSUMED NON - COMBUSTIBLE FLAME GUARD I TEFLON FILTERS WITH EXPANDED METAL FACTORY PREWIRE LIGHTS ON EACH SECTION. CONTRACTOR FIELD WIRE BETWEEN SECTIONS EXHAUST DUCT COLLAR C/W 1' PERIMETER FLANGE SHIP LOOSE BY INSTALLER HANGER RODS 3 "x3 "16GA. FULL LENGTH ANGLE BRACKET TO HOLD TO WALL 3" AIR SPACE FLAME GUARD TYPE 1 FILTER GREASE CUP FILLER PIECE BY O.C.F FIELD DIMENSION EXHAUST DUCT COLLAR C/W 1" PERIMETER FLANGE SHIP LOOSE BY INSTALLER HANGER RODS 3 "X FULL LENGTH ANGLE BRACKET TO HOLD TO WALL 3" AIR SPACE FLAME GUARD TYPE 1 FILTER J GREASE CUP i 10.00 El I 3.00 45_00 I APPLIANCE I I I SECTION VIEW D -D 10.00 I 3.00 6.00 10.00 I P - - APPLIANCE I SECTION VIEW 35.00 35.00 I'I 0 ITEM 282 0 0 EXHAUST DUCT COLLAR C/W 1" PERIMETER FLANGE 1 010.0'x14.0" 1500 CFM ® 0.28" W.C. SHIP LOOSE i 4' -0" TO WALL MOUNTED LIGHT _ - - SWITCH BY ELECTRICAL TYPICAL HANGER ROD LOCATION EXHAUST DUCT COLLAR C/W 1" PERIMETER FLANGE 1 010.0 " x18.0" 2000 CFM ® 0.28" PLC. SHIP LOOSE END MULLION r AIR SPACE TO WALL MOUNTED LIGHT SWITCH BY ELECTRICAL 31.00 TYPICAL HANGER ROD LOCATION FILTER ARRANGEMENT 31.50 BLANK BLANK 14.00 77.00 6' -5" r PLAN VIEW 31.50 END MULUON END MULLION Y IL 13.00 25.50 25.50 -- -13.00 - a F 39.50 - 3.00 FILTER ARRANGEMENT 14.00 BLANK BLANK END MULLION 45.00 18.00 97.00 8' -1" PLAN VIEW FILLER PIECE BY Q.C.F. FIELD DIMENSION 3' X 3' 16 GA. FULL LENGTH ANGLE BRACKET 3' AIR SPACE 39.50 W I. r (ITEM 6j WELD BLANKS & END MULLIONS IN SHOP 24.00 12.50 -- n SATE 45.00 WELD BLANKS & END MULLIONS IN SHOP 3 "X FULL LENGTH ANGLE BRACKET 8" S/S FINISHED BACK 4' -0" rler19od i CUSTOMER TRIMARK RAYGAL INC. CR" T HE CHEESECAKE FACTORY TUKW ILA, WA SPRING AIR SYSTEMS INC. OAKVIU.E, CANADA (905) T.38 -2999 o;w 02/23/07 arum S.M.B. sate 1/2 " =1' -O' FILE IbOI cRA ; I.ot SL6541- 22C1 REV. 0 • • • • • • t■►- ' r"7 -vr :, �ti � RSi O• TriMark Raygal roodsariu Design, [qiaen+ S4Pfts 2719 WHITE ROAD IRVINE, CA 92614-6269 IEl 949 - 111 -1000 FAX 949 - 414 - 1122 [-IIIIL•DY111165lt11611.f01 pm w The **II sank es M sok popes ei tent Ten w r/ sol be Npoeuoet. doryl !s by .sg p.k a .sek . 9 k ..Ile. peraeoa d e TNee� I+tKd oo.pp dkrr .sake ee:sfer >. sei pk. nel be eepeae :.r y !s T;.rt Ibad belay see ran : One I s M s*i . r d copes aiM has On Is Noe are Oscar 4aior a1 d iiasaiee ern berms hies rp ay ,std .dks eses ramob m This em en sea Monde bark kytd i se oars ay repe.ebi>p a k e.ceregr d are kkreo6ar. Welke ate sclo►L etc sip /is etas re to wren ieaaioiw a Ira elm alb The jib sie. N :evarCan o. res - kr The genre canscle es we 9qrrwwdd wa- Wdrs sboor eders Os passe (pseedy. ekcbco0. b,. .s. orbs. nes bees epee,. ek3) as er er see prpm d obip.r t ranee tk Ikons is owe 4 On O ref r.rdrbecsrd pea kr r idly d Les ed obey erppLe , fast - bad 1'..t i rt Sae Nrpee e1dOs Ma draw eMdrd deal t eu t I .0 & sort a s n r J spare* k ofteke to fns p1eR I a mot spedody ktdd wpis pre. lkad• met d trine Rye cored w !d Os pas . y lass It Ogee ell eedae 7 secarrocer d Deeyer� r seeds ncwsers t kal mess Wafer; fi Hutt Depot . leerece. e Depot. sic) et .apes y are. add a po l ay sew mom Mire d h n '. est A mew* 4 Se Inyt fie en beams raid spa sae drapes w .ark oars be ose0sded seD The epotodde cameo .K one by Idenst 11 4911. Woe /r ON it ode- tome Id d ws.ri.e er w pas Les WO emeind col armored al% deer pees (am& adleslyd pas}leday nesseiekactes was artigeSes r ats- s:es bas be amen Is Tiesb IMO kr seem a sd..s wise s Ad a om ="Sep .at berasade sk Ward db.snoe a .rdr ipr ss .at mks I i opal eke* 000pNp d bat P or ~Axe psh .d *eget eb b a pip red w • slwsd lee ski be pre:Ow by br erne r eld ei s urns spore* Mode er fro Ow PLAN ICEYY SKEET AIAeM 01.16.01 ® KICK OFF SET 0243 - 01 ID IDIOM SEPT. PUN CHECK O BMW CPL PUN OEa • O PROGRESS PRINT O BID SET O CONSTRUCTION SET O SUBMITTAL DOCUMENT W Z REOE;'. 0 CIWOF . fAR 2:. s`-'l P fOE! DESCWER : Tr: Grk Racept J D P.We : Tr:ecrrc RO G' 0E0=1 : Tri/aric Basco. SCALE : AS NOrM KI HOER : 50F}t K-8 cr 9ftI ra 1400r." 9001* CRAA N69 dl • r 3 5 S ITEM NO. WEIGHT (LBS) 202 325 Dm woo, By 02/23/07 CISSTOWER TRIMARK RAYGAL INC. �� scat 1/2 - =1 . -0 PROJECT THE CHEESECAKE FACTORY TUKWILA, WA NO 516541 -22C2 SPRING AIR SYSTEMS INC_ OAKTr1UZ CANADA (905) 338 -2999 REV. 0 • CONDENSATE HOOD ITEM 202, MODEL SAN —C 13.0/4.0 ALL EXPOSED SURFACES 304 STAINLESS STEEL WITH NO. 4 FINISH FACTORY PREWIRE LIGHTS ON EACH SECTION. CONTRACTOR FIELD WIRE BETWEEN SECTIONS f 3 "X3 "16GA. FULL LENGTH ANGLE BRACKET TO HOLD TO WALL SLIDING CONDENSATE DEFLECTOR 3/8" DRAIN 1" NPT CONDENSATE DRAIN CONNECTION 1" PERIMETER LIP FOR CONDENSATE %/ A / / / /r / / / / /I. 30.00 610 r 0.5" a 10.00 I I I DISHWASHER I SECTION VIEW 1.00 35.00 82 0. • 1.00 48.00 I 1 500 SLIDING CONDENSATE DEFLECTOR BOTTOM SLIDE -RAIL a fl 156.00 36.00 F l L _'I L __�I — 32.00 I- 26.00 TOP SLIDE -RAIL 14.00 26.00— 26.00 26.00— 64.00 13' -0" PLAN VIEW 14.00 CONDENSATE HOOD 30 VIEW • 26.00— 13.00 32.00 — EXHAUST DUCT 2 0 14.0" x 14.0" 1500 CFM EACH 0 0.25" W.C. TO BE FIELD LOCATED 3" X 3" 16 GA. FULL LENGTH ANGLE BRACKET 3/8" DRAIN 2 0 36" WIDE SLIDING CONDENSATE DEFLECTORS TO WALL MOUNTED — — — — — LIGHT SWITCH BY ELECTRICAL TYPICAL HANGER ROD LOCATION SHIP DUCT COLLARS LOOSE. DO NOT CUT HOLE IN HOOD • :cam fOik t k :,i 7 — h OT Ja•.�Cr�� V� t TriMark Raygal foodwrice Design, *men! m9 Supplies 2119 WHITE ROAD IRVINE, CA 92611 -6169 IEl 949 - 111 -1000 F A X 119 -4H -1122 1-11I1:IF11116SI111CILt01 kis s%sot 14 pd a ess set be t dove Of 4 !sue m psi s Ad. said pea leis. Sepia d ; eas sal be t:.ek tttjpr aoepsf sari•. t dI Owiaiw b e i e ssk dews U s qe o i rfy ! Tr sd Ise Is sea w Neese bass i d ibeaees dew boas bads) mg fat d rots Yper.nria es !'s pb em bas eddele %wires Shat aid d rot Isar era etkossilk far the scar ocy d seer Ide.doa earaeatea aerkecbi dc. soy tis p= a * t ads ▪ hostler as die der sit ke job steal i drakes i d l dm Star Is a 6U =tots- ads. see. kaki +pe kas ek) e . ter 1 S ate ppme d apmbmeM rpisreat mf••w's moos Is Os sate or wdaewd pies w dirretfily r Was d ams rat sake Ip Vass lbal Mad kat el at sear as seses M N r tSs - e se . ad e a es�asp - w dad. • no s a y 0. sots wipes et Mar Is ad aa► p as rod rat is is sot kind cobse. I a speck* be based se pie pert NI ed keened, i t c d d et ks yles, lb e e l • pat e f Mud — - . mad .41 be pwdd b dem Vast hype a awe es merit sbbrp tr salt par la Or ya% embeds is • sdadockke side esseses) af� d° aswaseges (tpa! camas, were apt, dc) y + y be eras. webs* v aY dew Ise adfh d blp a1 keels b Ile kiss I pbe tenses eaa epee sod eignsfele dosses osS sok seed easdass rode S s sk Spa 16y pe pew it add lees eel d hence. es Oa pees kw ken arasia. w OOaVaee sib ad tier (emcee saaledtad dy+) w raj lisessilletals. ems, ectipeass or emir Cars tae der mold b Simla t tr vim assafes befae ooeptdop.- err stameske dt ask smote* eb odebr l almost* al be ask ilor seas lot rem a i aped bare aetybeoe d lac ko aiy err *lotted Pets ad skied Apr .piped as • dried ies sod be tasted es The *refer err **sidm wets ipecac*, ideded es tis iota O PROGRESS PRINT �•�� S1 KKK OFF SET �. .� ® HEALTH OEM PUN 0E0C O BMW UEPI. PUN OEOC R N KEY D EIID SET I& R : 9•EEs NUI13ER O CONSTRUCTION SET D SUBUITT/IL DOCUUENI m V C U) U) REC> — _0 CITY Or:11 � 1 L :- % "gel SCALE : AS ?QTE*E K-8.3 IF- 0 OES GR R : Tr '4 k QOI Ga • r : Trvprk R j OI OEOriD : Tr eek Raf 1 SrEE► : 'cE S . I' PLUMBING CONTRACTOR INSTALLATION NOTES 1. PLUMBING CONTRACTOR SHALL SUPPLY ALL FAUCETS (F -1) FOR KITCHEN HANDSINKS WITH LEONARD No. 210 -F THERMOSTATIC MIXING VALVES FOR 110' F. (MAX) HW SUPPLY PER "ADA" CODE. 2. PLUMBING CONTRACTOR SHALL SUPPLY LEONARD No. 210 -F THERMOSTATIC MIXING VALVES ON All PUBLIC LAVATORIES AND DIPPERWELLS FOR 110' F. (MAX) HW SUPPLY. 3. PLUMBING CONTRACTOR SHALL SUPPLY AND INSTALL SPRING OPERATED CHECK VALVES ON BAR SINK FAUCETS, SERVICE SINK FAUCETS. CAN WASH FAUCETS, AND PRE -RINSE UNITS. THE CHECK VALVES SHALL BE INSTALLED ON THE HOT AND COLD WATER SUPPLY UNES REGARDLESS IF THE FAUCETS COME COMPLETE WITH INTEGRAL CHECK VALVES; AS THESE INTEGRAL CHECK VALVES OFTEN TIMES FAIL. 4. PLUMBING CONTRACTOR SHALL INSTALL WARS No. 0090T -SS (RP) BACKFLOW PREVENTER ON MAIN SODA SYSTEM SUPPLY LINE - ITEM No. 14 (BAG - IN -BOX). ROUTE DRAIN FROM BACKFLOW PREVENTER TO FLOOR SINK WITH A LEGAL AIR GAP. 5. PLUMBING CONTRACTOR SHALL INSTALL ALL KITCHEN EQUIPMENT WASTE LINES, INDIRECT WASTE LINES, AND CONDENSATE DRAIN LINES. ALL INDIRECT DRAIN LINES FROM KITCHEN EQUIPMENT SHALL BE 1" OR LARGER. AND ONLY 45' ANGLES ON INDIRECT DRAIN UNES SHALL BE INSTALLED AND APPROVED. DO NOT INSTALL 90' ANGLES (ELBOWS) ON ANY INDIRECT DRAIN LINE - UNLESS CONDITIONS PROHIBIT THE INSTALLATION ON 45' ANGLES - CONTRACTOR SHALL SECURELY ANCHOR AND SUPPORT ALL INDIRECT WASTE LINES AND CONDENSATE DRAIN LINES TO PREVENT MOVEMENT. 6. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING -OUT (CLEANING) ALL WASTE LINES FROM THE CHEESECAKE FACTORY SEWER SYSTEM TO THE POINT ON CONNECTION TO MAIN SEWER TIE -IN. 7. PLUMBING CONTRACTOR SHALL INSULATE ALL INSULATE ALL WASTE PIPING AND INDIRECT DRAIN LINES ABOVE CEILING THAT RECEIVE COLD WATER DISCHARGE FROM ICE MACHINES, WALK -IN COOLERS. FREEZERS, AND AIR CONDITIONING EQUIPMENT. ETC. 8. GATE VALVES SHALL NOT BE USED ON THIS PROJECT. ONLY 1/4" TURN BALL VALVES SHALL BE INSTALLED AND APPROVED, AND THEY SHALL BE TESTED FOR 600 PS1 WITH FULL PORT DIA. WHICH WILL NOT RESTRICT FLOW. 9. ALL PLUMBING VENTS THRU ROOF SHALL EXTEND A MINIMUM OF 1' ABOVE HEIGHT OF PARAPET WALLS. 10. ALL FLOOR SINKS SHALL BE INSTALLED WITH SEDIMENT BUCKETS PER OWNER REQUIREMENTS - 8.5" X 8.5" X 3.5' DEEP EZ -FLOW DRAIN GUARDS (WWW.DRAINFILTERS.COM) (877) 489 -4370. 1I. REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS OF ACCESS PANELS. 12. ALL ANGLE STOPS AND SHUT -OFF VALVES SHALL BE WATTS 1/4 TURN ANGLE STOP VALVES AND 1/4 TURN BALL VALVES (UNLESS NOTED OTHERWISE). 13. INSTALL "ADA' APPROVED INSULATION - TRUERBRO No. 102 - WHITE - "LAVGUARD" ON ALL LAVATORIES AND HANDSINKS. 14. WATER HEATER (WH -1) AND STORAGE TANK (ST -1) ARE SUPPLIED BY THE CHEESECAKE FACTORY AND INSTALLED BY THE PLUMBING CONTRACTOR WITH ALL RELATED PIPING, FITTINGS AND VALVES. START UP OF LIARS WATER HEATING EQUIPMENT SHALL BE DONE BY AN AUTHORIZED LIARS REP. AND HE OR SHE SHALL BE GIVEN A MINIMUM TWO (2) WEEK NOTICE PRIOR TO START UP DATE. THE AUTHORIZED LIARS REP. IN TURN SHALL GIVE A LETTER ADDRESSED TO THE CHEESECAKE FACTORY RESTAURANTS WHICH STATES THE THE WATER HEATING EQUIPMENT IS INSTALLED AND FUNCTIONING PER MANUFACTURERS RECOMMENDATIONS. LIARS 800- 900 -9276. 15. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING THEIR BID TO VERIFY ALL EXISTING CONDITIONS AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE EXISTING SITE CONDITIONS AND THE CONSTRUCTION DOCUMENTS - THE BID PRICE SHALL REFLECT ALL EXISTING SITE CONDITIONS. 16. G.C. TO CLOSE UP ALL WALL PENETRATIONS. THERE WILL NOT BE VOID AREAS AROUND ANY PIPES. CONDUIT, WIRING. ETC. ACCEPTED. ALL VOIDS MUST BE CLOSED WITH GYP BOARD AS CLOSE AS POSSIBLE AND THEN CAULKED. LARGE CAULK JOINTS WILL NOT BE ACCEPTABLE. THE ESCUTCHEON PLATES ARE TO BE SILICONE TO THE WALL. NO LOOSE OR BENT ESCUTCHEON PLATES WILL BE ACCEPTED. 17. ALL HOT AND COLD WATER SUPPLIES TO FAUCETS AND OTHER EQUIPMENT IN KITCHEN. BAR, AND BAKERY SHALL BE RIDGID COPPER PIPE OR COPPER TUBING. DO NOT INSTALL FLEXIBLE HOT AND COLD WATER SUPPLIES IN KITCHEN, BAR, BAKERY, OR PUBLIC AND EMPLOYEE TOILET ROOMS. WATER HEATING SIZING CALC. (N.S.F.) MATERIAL SCHEDULE PREP SINK W/ 2 COMP SINK FILLER FAUCET HAND SINK SERVICE SINK MISC. SINKS DIPPER WELL PASTA COOKER CAN WASH GLASS WASHER PRE -RINSE POT SINK ASSEMBLY DISHWASHER SOILED DISHTABLE WASTE - COLLECTOR 1167 GPH x 100' F. x 8.33 LEIS 0.75 ♦ • 1 @ 60 GPH 3 @ 10 GPH 8 @ 5 GPH 2 @ 20 GPH 8 @ 5 GPH 9 @ 5 GPH 1 0 10 GPH 1 0 20 GPH 1 @ 45 GPH 2 0 45 GPH 1 @ 75 GPH 1 @ 542 GPH 1 @ 10 GPH 1 0 120 GPH 60 GPH 30 GPH 40 GPH 40 GPH 40GPH 45 GPH 10 GPH 20 GPH 45 GPH 90 GPH 75 GPH 542 GPH 10 GPH 120 GPH TOTAL = 1167 GPH = 1,296,148 +25% = 1.620,185 (mm.) SANITARY SOIL AND WASTE PIPING BELOW SAAB ON GRADE TO 5' -0' OUTSIDE OF BLDG. LINE SHALL BE: ND -HUB CAST IRON PIPE AND FITTINGS WITH CAST IRON COUPLINGS WITH STAINLESS STEEL BANDS. SANITARY SOIL AND WASTE PIPING ABOVE NE GRADE SHALL BE: NO -HUB CAST LRON PIPE AND FITTINGS WITH CAST OWN COUPLINGS WITH STAINLESS STEEL BANDS. VENT RPM ABOVE GRADE SHALL BE: NO -HUB CAST IRON PIPE AND FITTINGS WITH CAST IRON COUPLINGS WITH STAINLESS STEEL BANDS OR TYPE DV COPPER PIPE WITH CAST COPPER SWEAT FITTINGS. VENT PANG BELOW GRADE SHALL BE: NO -FIU8 CAST IRON! PIPE AND FITTINGS 'MTH CAST IRON COUPLINGS KITH STARLESS STEEL ems. WATER APING ABOVE GRADE SHALL BE: TYPE ti ' HARD DRAM COPPER TUB ,CG WTH 95 -S SILVER SOLDER JOINT FITTINGS. WATER PI ?1NiG BELOW GRADE INS /DE BLDG. SPILL BE: TYPE 'IC SOFT DRAWN COPPER TUBNG. NO ANTS OR FITTINGS SHALL BE ALLOWED LARDER BLDG. SU3. INSTALL ALL WATER PIPM 8EELGN FLOOR 12 (L1) APART AND ROUTE IN POLY SLEEVE. I RCT ARV CONDENSATE DRAIN APING SKI BE: TYPE "M" COPPER TUBNG WITH 95 -S S" VER SOLDER JO'IT FITTINGS. CAS RANG ABOVE GRADE S' ALL BE: SCHEME 40 (UV STEEL PPE KITH TVA &LEA .E _.10,4 FITTINGS ANTI SHALL BE WELDED I'J RETURN MI CG_ INS PLEEUVS IF REOU:RED PER CODE. CASP? C AM BELOW GE SHALL BE: SCPEDULE 40 &)O( STEEL APE TI ±TH VJ LLEAR.E IRO i rams ma StIAL BE FACTORY WRAPPED TO PROTECT ECT PIPE FROM CC.RROcON. LNIS's:ATiON: ALL HOT A'I'D COD WATER PPM SHALL BE &..0 TED WITH 'PPG' :&DU;IRES, CERTA'Ni -TEED SA'NT MBAR SHIP -ON OR ..t^.`•ti� y- �:tl1LE V. 1 ALL AR COODITMN;C CONNNSA E D?ANt P:P' C SHNI SE LNStUTED WTH JOH S -W VILE 'AEROTU:BE' EOM PL S C PPE MUTATION. VA:ER'AAL SPILL BE APPP.t7/E0 FOR REPO: AR PLE? ,31 APPLICAT.'ONS. RATA HAVVER ARRESTORS SHALL BE: ALL STA ESS STEEL CONSTRUCT/ON, E ILO& TYPE, PAL APPF AT.D AND CERTN D SIZING AND P,; aVENT C0NTCSV NG- TO PLUV3NG AND D a! E 'INSTITUTE SWARD POI- TI:'. -201 LATEST EDITION AND AS TALI. * ACTGRED BY ZiMi, ,IRS.. -A,, CR P.P.? LCC C<E- V..•S %RI SE: a.IR. SV..H. 1i,* v ZOS.UV Av, RA.V.,TAr„ II,P=D AS Fat,,t►S: A = C9-i'D R CV FLOORS: JR. MATH No. 4163 WITH RCM BRAE TOP IMO GASRET. =_D WA ERtCHT COVER CR Mk. 8- L -:LS: J.R. SW:: No_ 4532 K!TH WAR A. CG JA.43 C: EVE i'ATED GOER cR EO�sTL. C. "14 AND PAW N'.; LOT: J.R. WTH No. 4253 CAST PCN sazDa LIAR L am an CR (cm. PLUMBING FIXTURE SCHEDULE ITEM K FIXTURE WATER CLOSET WATER CLOSET (ACCESSIBLE) WATER CLOSET (EMPLOYEE) WALL HUNG URINAL COUNTER LAVATORY EMPLOYEE LAVATORY SERVICE SINK HAND SINK FAUCET FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR SINK FLOOR SINK FLOOR SINK FLOOR SINK HOSE B1B8 HOSE BIBB WATER HEATER ELECTRIC WATER HEATER STORAGE TANK TRAP PRIMER ROOF DRAIN ROOF DRAIN MR310W MAIN ROUGH -IN CONNECTIONS ce Lai xa 3 1/2" 110' 1/ 110' 3/4' 1/2' 110' 21/2' 21/2' O� va 11/2" 11/2' 11/2" 11/2" 1/ 1/ 3/4" 1/2" 1/2" 3/4" 3/4' 21/2' 1' 21/2" 4' z 2' 2" 2" 11/2" 11/2' 11/2" 2" 11/2" 11/2" 2" 3 I1 /2' 2' 11/2" 3' DESCRIPTION AMERICAN STANDARD "MADERA" NO. 2234.015, WHITE, ELONGATED 1.6 GPF FLOOR MOUNTED WITH BEMIS NO. 1955 SSC WHITE ELONGATED OPEN FRONT SEAT. NO COVER, AND ZURN NO. ZER- 6000AV- CMP -WS1 EXPOSED BATTERY OPERATED FLUSH VALVE - INSTALL FLUSH VALVE SO CENTER LINE OF SENSOR EYE IS 10 1/8" ABOVE WATER CLOSET. AMERICAN STANDARD "MADERA" NO. 2305.100. WHITE, ELONGATED 1.6 GPF FLOOR MOUNTED WITH BEMIS NO. 1955 SSC WHITE ELONGATED OPEN FRONT SEAT, NO COVER, AND ZURN NO. ZER- 6000AV- CPM -WS1 EXPOSED BATTERY OPERATED FLUSH VALVE - INSTALL FLUSH VALVE SO CENTER LINE OF SENSOR EYE IS 10 1/8" ABOVE WATER CLOSET. AMERICAN STANDARD "MADERA" NO. 2305.100. WHITE. ELONGATED 1.6 GPF FLOOR MOUNTED WITH BEMIS NO. 1955 SSC WHITE ELONGATED OPEN FRONT SEAT. NO COVER AND ZURN NO. Z- 6000AV -WSI STANDARD FLUSH VALVE (1.6 GPF). KOHLER No. K- 4960 -ET "BARDON" WHITE WALL HUNG URINAL WITH ZURN No. ZER- 6003AV- CPM -WS1 BATTERY POWERED SENSOR FLUSH VALVE, (1 GPF). J.R. SMITH No. 0637 URINAL SUPPORT - SEE ARCHITECTUAL PLANS FOR URINAL ORIENTATION. KOHLER "KATHRYN" No. K -2297 WHITE, UNDERCOUNTER MOUNTED BOWL WITH KOHLER No. K -T196 'FALLING WATER' FAUCET POLISHED CHROME SPOUT AND K -307 -K SINGLE - CONTROL WALL -MOUNT CERAMIC VALVE. CHICAGO 337 OFFSET GRID STRAINER, CHICAGO 1006 RIGID SUPPLIES WITH LOOSE KEY STOPS, CHROME PLATED 17 GAUGE CAST BRASS P -TRAP WITH SECURED ESCUTCHEON. INSTALL LEONARD No. 210 -F THERMOSTATIC MIXING VALVE FOR 110'F HW. AMERICAN STANDARD 'LUCERNE" No. 0355.012 WALL HUNG LAVATORY, WHITE J.R. SMITH CONCEALED ARM AND CARRIER No. 700M31 -19. DELTA No. 541WF FAUCET WITH LEONARD No. 210 -F THERMOSTATIC MIXING VALVE, CHICAGO 337 OFFSET GRID STRAINER, CHICAGO 1006 RIGID SUPPLIES WITH LOOSE KEY STOPS, CHROME PLATED 17 GAUGE CAST BRASS P -TRAP WITH SECURED ESCUTCHEON. L -1 & L -2 ALONG WITH ALL KITCHEN HAND SINKS SHALL BE INSTALLED WITH "ADA" APPROVED INSULATION ON SUPPLIES. AND TRAP - TRUEBRO "LAVGAURD' No. 102 - WHITE. CUSTOM BUILT BY G.C., SUPPLY & INSTALL J.R. SMITH NO. 2415 -C FLOOR DRAIN WITH FLANGE & SEDIMENT BUCKET. SPEAKMAN NO. SC- 5811 -RCP FAUCET @ + 36' A.F.F. DELTA No. 541WF FAUCET WITH D70 -100 GRID STRAINER & LEONARD No. 210 -F THERMOSTATIC MIXING VALVE FOR 120' HW - FAUCET. STRAINER & MIXING VALVE BY PLUMBING CONTRACTOR J.R. SMITH No. 2005Y02(- 805NB- P050 -U) 2" FLOOR DRAIN WITH 5' SQUARE NICKEL BRONZE STRAINER, TRAP PUNIER CONNECTION AND VANDAL PROOF SCREWS. USED IN TOILET ROOMS J.R. SMITH No. 2005Y02(- 805NB -U) 2" FLOOR DRAIN WITH 5" SQUARE NICKEL BONZE STRAINER AND VANDAL PROOF SCREWS, USED IN KITCHEN AND BAR AREAS J.R. SMITH No. 2005Y03(- B05NB -U) 3 FLOOR DRAIN WITH 5" SQUARE NICKEL BONZE STRAINER AND VANDAL PROOF SCREWS, USED IN KITCHEN AND BAR AREAS J.R. SMITH No. 2005Y03(- 805NB -U) 4" FLOOR DRAIN WITH 5' SQUARE NICKEL BONZE STRAINER AND VANDAL PROOF SCREWS, USED IN KITCHEN AND BAR AREAS MIFAB No. FS1732 -21 -150 12' SQ. X 8' DEEP CAST IRON FLOOR SINK WITH SECONDARY FLAT ROUND STRAINER, 1/2 GRATE. INSTALL 8.5' X 8.5" X 3.5' DEEP El-FLOW DRAIN GUARDS IN ALL FLOOR SINKS (WNYW.DRAINFILTERS.COM) (877) 489 -4370 MIFAB No. FS1743 -21 -150 12" SO. X 10' DEEP CAST IRON FLOOR SINK WITH SECONDARY FLAT ROUND STRAINER, 1/2 GRATE. INSTALL 8.5" X 8.5' X 3.5' El-FLOW DRAIN GUARDS IN ALL FLOOR SINKS (WWW.DRAINFILTERS.COM) (877) 489 -4370 MIFAB No. FS143 -21 -150 -7 12" SO. X 8" DEEP CAST IRON FLOOR SINK WITH SECONDARY FLAT ROUND STRAINER, TRAP SEAL PRIMER TAPPING, AND 1/2 GRATE. INSTALL 8.5" X 8.5" X 3.5" DEEP El-FLOW DRAIN GUARDS IN ALL FLOOR SINKS (WWW.DRAINFILTERS.COM) (877) 489 -4370 MIFAB No. FS1743 -21- 150 12" SQ. X 10" DEEP CAST IRON FLOOR SINK WITH SECONDARY FLAT ROUND STRAINER, 1/2 GRATE. INSTALL 8.5' X 8.5" X 3.5" El-FLOW DRAIN GUARDS IN ALL FLOOR SINKS (WWW.DRAINFILTERS.COM) (877) 489 -4370 WOODFORD No. Y34 FREEZELESS HYDRANT WITH VACUUM BREAKER - ROOF MOUNTED. WOODFORD No. B65 ANTI - SIPHON FREEZELESS WALL HYDRANT WITH WALL BOX AND VACUUM BREAKER - WALL MOUNTED LIARS No. PNCV2000 'PENNANT' OUTDOOR WATER HEATER WITH INTEGRAL FACTORY SUPPLIED PUMP PART NUMBER A2109700, 1,999,000 BTU /HR GAS INPUT, 2040 GPH RECOVERY ® 100' F. RISE, 14" DIA TYPE 'B" FLUE WITH FLUE CAP, COMBUSTION AIR OPENING ON BACK SIDE OF WATER HEATER SHALL BE COVERED WITH LIARS PART NUMBER D2008300, SHIPPING WEIGHT = 1010 LBS. (WATER HEATER PROVIDED BY THE CHEESECAKE FACTORY & INSTALLED BY PLUMBING CONTRACTOR, 14" DIA TYPE 'B' FLUE SUPPLIED AND INSTALLED BY MECHANICAL CONTRACTOR) BRADFORD WHITE NO. L0- 4053 -3 40 GALLON ELECTRIC WATER HEATER. 8000 WATTS. 480V. THREE PHASE. 32 GPH RECOVERY AT 100' F. RISE, 437 LBS, 47" TALL X 20' DIA. LAARS 223 GALLON HORIZONTAL STORAGE TANK, ASME, INSULATED AND JACKETED, 30" DIA X 78 LONG. 2540 LBS. - STORAGE TANK PROVIDED BY THE CHEESECAKE FACTORY & INSTALLED BY PLUMBING CONTRACTOR (P.C.) P.P.P. INC. PRIMER MODEL No P1 -500 OR P2 -500 AS REQUIRED. INSTALL BELOW LAVATORY WITH ACCESS PANEL OR ABOVE CEILING MIFAB No. F1440 -4 AREA DRAIN WITH HINGED GRATE J.R. SMITH No. 1010 -CID Wb1TH CAST IRON DOME MIFAAB No. R1150 - COMBINATION 4' ROOF DRAIN AND SECONDARY OVERFLOW DRAIN WITH 12" X 24' GALVANIZED SUMP RECEIVER, (2) TWO LACQUERED CAST IRON ROOF DRAIN BODIES WITH ANCHOR FLANGES. CAST IRON WATER PROOFING O.IEWaRME WIMP RINGS WITH INTEGRAA. GRAVEL STOPS. AND (1) ONE 4' DIAMETER 'ABS" OVERFLOW STANDPIPE, AND (2) NO SELF- LOCKA'G POLYDOME STRAINERS J.R. SMITH No. 1070 -CID WITH CAST IRON DOVE NOTES: ALL WATER CLOSETS SHALL USE NO 11/ORE THAN 1.6 GALLONS PER FLUSH A:40 ALL IMOIS SHALL USE NO 'LORE THAN 1.0 GALLONS PER FLUSH_ PER THE C- USECAKE FACTOR'S REQUEST, NO SUBSTITUTION'S OR ALTERATIVES OF Pima% FIXTURES SHALL BE PLUMED OR APPROVED. • •P PLUMBING GENERAL NOTES 1. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF ALL UTILITIES AND PIPING, PRIOR TO THE START OF ANY TRENCHING. AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 2. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS AND THE KITCHEN DRAWINGS. 3. SEE ARCHITECTURAL DRAWINGS FOR HANDICAP FIXTURE LOCATIONS AND MOUNTING HEIGHTS. (INSULATE ALL EXPOSED HOT WATER AND DRAIN PIPING BELOW HANDICAP LAVATORIES AND SINKS WITH INSULATING TAPE AND OFFSET P -TRAP AGAINST WALL. ALSO. ALL FLUSH VALVES SHALL BE TO WIDE SIDE OF STALL.) 4. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING. NO WATER OR DRAIN PIPING PERMITTED OVER OR UNDER ELECTRICAL PANELS. 5. ALL CONDENSATE DRAIN PIPING ON ROOF SHALL BE TYPE 'L' COPPER AND INSTALLED ON ERICO 'PIPE PIER' SYSTEM (800) 333 -0852 (WWW.ERICO.COM) PIPE SUPPORTS SHALL BE INSTALLED AT 6' -0" O.C.. AT ALL ELBOWS AND FITTINGS AND THE PIPING SHALL BE SLOPED TO AND TERMINATED AT AN APPROVED RECEPTOR WITH A LEGAL AIR GAP. 6. ALL CONDENSATE PIPING IN ATTIC SPACES SHALL BE FULLY INSULATED - SEE MATERIAL SCHEDULE THIS SHEET. 7. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WITH EQUIPMENT, CABINETS, ETC., AND THE ARCHITECT PRIOR TO ANY INSTALLATION. 8. ALL PLUMBING FIXTURE VENTS TO TERMINATE A MIN. OF 12 INCHES FROM ANY VERTICAL SURFACE, OR 1" ABOVE PARAPET WALLS, AND 10 FEET FROM, OR 3 FEET ABOVE ANY OUTSIDE MR INTAKES. 9. ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS PIPE UNLESS OTHERWISE INDICATED ON DRAWINGS. 10. UNIONS SHALL BE PROVIDED AND INSTALLED AFTER EACH SCREW -TYPE VALVE AND PRIOR TO EQUIPMENT CONNECTIONS. 11. BEFORE FABRICATION OR INSTALLATION THIS CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND EQUIPMENT PROVIDED UNDER ANOTHER SECTION OF SPECIFICATIONS. EXACT ROUGH -IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN FIELD. 12. THE PLUMBING CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR ALL POINTS OF CONNECTION WITH THE GENERAL CONTRACTOR AND OTHER TRADES PRIOR TO BID. 13. ALL WASTE AND VENT PIPING BELOW FLOOR SHALL SLOPE AT 2% MIN. UNLESS OTHERWISE INDICATED. 14. AU. VALVES, TRAP PRIMER, WATER HAMMER ARRESTORS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON- ACCESSIBLE CEILINGS SHALL BE INSTALLED BEHIND AN ACCESS PANEL. 15. ALL LAVATORIES TO BE EQUIPPED WITH PRESSURE COMPENSATING FLOW CONTROL DEVICES RESTRICTING THE FLOW TO 0.5 GPM., FAUCET TEMPERATURE IS ALSO LIMITED TO NO MORE THAN 110'F. 16. WATER OR SOIL PIPE BELOW GRADE OUTSIDE SHALL HAVE MINIMUM COVER AS RECOMMENDED BY LOCAL AUTHORITIES_ 17. ALL HOSE DIMS SHALL BE INSTALLED 12" ABOVE FINISH FLOOR OR GRADE, UNLESS OTHERWISE NOTED. 18. THESE DRAWINGS AND SPECIFICATIONS 00 NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY 19. ALL PLUGGED TEES AND PLUGGED WYES SHALL BE LINE SIZE UNLESS OTHERWISE NOTED. 20. ASBESTOS OR HAZARDOUS WASTE: IT IS UNDERSTOOD AND AGREED THAT THIS CONTRACT DOES NOT CONTEMPLATE THE HANDUNG OF ASBESTOS OR AND HAZARDOUS WASTE MATERIAL. IF ASBESTOS OR ANY HAZARDOUS WASTE MATERIAL IS ENCOUNTERED. NOTIFY THE OWNER IMMEDIATELY. DO NOT DISTURB, HANDLE OR ATTEMPT TO REMOVE. 21. CONNECTION BETWEEN INCOMPATIBLE MATERIALS ABOVE GRADE AND INSIDE BUILDING SHALL BE MADE WITH TWO (2) DIELECTRIC UNIONS SEPARATED BY A 12' SECTION OF RED BRASS PIPE. 22. ALL CUTTING OF EXISTING PAVINGS, WALKS AND /OR FLOORS SHALL BE BY MACHINE SAW CUTTING. HOLES FOR PIPING IN CONCRETE WALLS OR FLOORS SHALL BE DONE BY CORE DRILLING EQUIPMENT_ 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ALL PAVED AREAS WHICH ARE EXCAVATED AND /OR DAMAGED BY HIS OPERATIONS. 24. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE SUCH THAT INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNER'S REPRESENTATIVE SUFFICIENT NOTICE OF SUCH INTERRUPTION AND THE ACTUAL SHUTDOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNER'S REPRESENTATIVE. 25. COORDINATE LOCATION OF GAS & CONDENSATE CONNECTION ON AIR CONDITIONING UNITS WITH MECHANICAL CONTRACTOR FOR ROOF PENETRATION PRIOR TO INSTALLATION. 26. DURING THE PROGRESS OF WORK THE PLUMBING CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF ALL CHANGES MADE IN THE PLUMBING SYSTEMS. THE RECORD DRAWING SHALL SHOW CHANGES IN MANUFACTURER (WITH NUMBERS AND TRADE NAMES). MATERIALS. SIZES. LOCATIONS AND HOOK -UP POINTS. AS -BULTS SHALL BE GIVEN TO THE OWNER'S CONSTRUCTION TANAGER AT COMPLETION OF JOB. 27. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL CODES, RULES AND REGULATIONS GOVERNING THIS PROJECT AS SET FORTH BY THE LOCAL ADMINISTRATIVE AUTHORITY. 28. BEFORE ANY USE OF WATER SYSTEM IS MADE FOR DOMESTIC PURPOSES. IT SHALL BE STERILIZED BY SLOWLY FILLING THE SYSTEM WITH A WATER - CHLORINE SOLUTION CONTAINING AT LEAST FIFTY (50) PPM OF CHLORINE, AND THE SYSTEM OR PART THEREOF SHALL BE VALVED OFF AND ALLOWED TO STAND FOR TWENTY FOUR (24) HOURS; OR. THE SYSTEM OR PART THEREOF SHALL BE FILLED vt1TH A WATER - CHLORINE SOLUTION CONTAINING AT LEAST TWO HUNDRED (200) PPM OF CHLORINE AND ALLOWED TO STAND FOR THREE (3) HOURS. FOLLOWING THE AU.ONED STANDING Tom, THE SYSTEM SHALL BE FLUSH WITH CLEAN POTABLE WATER UNTIL THE CHLORINE RESIDUAL IN THE WATER CORING FROM THE SIISTEIAI DOES NOT EXCEED THE CHLORINE RESIDUAL IN THE FLUSONG WATER. THIS PROCEDU R( OF FLUSHING THE SYSTEM SHALL BE REPEATED IF IT IS SHOWN BY BACTERIOLOGICAL EXALANATION MADE BY AN APPROVED AGENCY THAT CONTAMINATION PERSIST Ui THE SYSTEM. INSULATION TABLE FOR WATER PPNG PPE SIr: INSUEATION THIX. KWSS R" & HILLER 1 -1/4" - 6' 8' LARGER 3/4" 1" 1 -1/2' ALL INSIAATION SF•�L SWILL BE W/R MIS Of 4.0 TO 4.6 PLUMBING LEGEND SYMBOL EW GW EGA' CWV SD -- SD ESD OFD -CR ECW HW EHW HWR SCW SFW FW 1W TWR RO RCW F G EG MPG EMPG HPG EHPG LPG I Poo I rn PD D CD ED • 3 DESCRIPTION SANITARY WASTE ABOVE GRADE OR FLOOR SANITARY WASTE BELOW GRADE OR FLOOR EXISTING WASTE GREASE WASTE ABOVE GRADE OR FLOOR GREASE WASTE BELOW GRADE OR FLOOR EXISTING GREASE WASTE COMBINATION WASTE AND VENT ABOVE GRADE OR FLOOR COMBINATION WASTE AND VENT BELOW GRADE OR FLOOR PUMP DISCHARGE UNE INDIRECT DRAIN CONDENSATE DRAIN EMERGENCY DRAIN SANITARY VENT ABOVE GRADE OR FLOOR SANITARY VENT BELOW GRADE OR FLOOR EXISTING SANITARY VENT STORM DRAIN ABOVE GRADE OR FLOOR STORM DRAIN BELOW GRADE OR FLOOR EXISTING STORM DRAIN OVERFLOW DRAIN DOMESTIC COLD WATER ABOVE GRADE OR FLOOR DOMESTIC COLO WATER BELOW GRADE OR FLOOR EXISTING DOMESTIC COLD WATER DOMESTIC HOT WATER ABOVE GRADE OR FLOOR DOMESTIC HOT WATER BELOW GRADE OR FLOOR EXISTING DOMESTIC HOT WATER HOT WATER RETURN ABOVE GRADE OR FLOOR HOT WATER RETURN BELOW GRADE OR FLOOR SOFT COLD WATER SOFT FILTERED WATER FILTERED WATER TEMPERED WATER TEMPERED WATER RETURN REVERSE OSMOSIS RECLAIMED WATER FIRE PROTECTION WATER SUPPLY GAS - LOW PRESSURE EXISTING GAS - LOW PRESSURE GAS - MEDIUM PRESSURE EXISTING GAS - MEDIUM PRESSURE GAS - HIGH PRESSURE EXISTING GAS - HIGH PRESSURE LIQUIFIED PETROLEUM GAS - PROPANE PIPE DROP PIPE RISE RISER OR DROP BRANCH - TOP CONNECTION BRANCH - BOTTOM CONNECTION UNION CAP VALVE IN RISER GATE VALVE OR SHUT -OFF VALVE GAS COCK PRESSURE GUAGE WITH GUAGE COCK WATER HAMMER ARRESTOR TRAP PRIMER CHECK VALVE SOLENIOD VALVE FLOOR CLEANOUT OR CLEANOUT TO GRADE CLEANOUT IN YARD BOX - TRAfFIC WEGIT WALL CLEANOUT REFERENCES KITCHEN EQUIPMENT SCHEDULE NEW KITCHEN EQUIPMENT REFERENCES KITCHEN EQINT SCHEDULE EXISTING KITCHEN EQUIPMENT REFERENCES PLAN NOTES REFERENCES PLUMBING FIXE'SCHEDULE • - ' ,^ - `' • , : - • ABBREV. AN ABOVE ABV CLG ABOVE CEILING AFT ABOVE FINISHED FE @Q�FP G(JIIAR' BEL BELOW CD CONDENSATE CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CI CAST IRON CLG CEILING CO CLEANOUT CONC CONCRETE CONT CONTINUE OR CONTINUATION COTG CLEAN OUT TO GRADE CW COLD WATER DIA DIAMETER ON DOWN (E) EXISTING EF EXHAUST FAN ELEC ELECTRICAL F FIRE FCO FLOOR CLEAN OUT FCU FAN COIL UNIT RA FULL LOAD AMPERAGE FLR FLOOR FPM FEET PER MINUTE FT FEET FTR FLUE THRU ROOF FU FIXTURE UNITS FW FILTERED WATER G GAS GA GAUGE GALV GALVANIZED GC GAS COCK GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GPR GAS PRESSURE REGULATOR HDR HEADER HP HORSEPOWER MG HEATING HTR HEATER HW HOT WATER HIM HOT WATER RETURN IE INVERT ELEVATION KW KILOWATT LBS POUNDS MOH THOUSAND BTU PER HOUR MECH MECHANICAL MIN MINIMUM MPG GAS - MEDIUM PRESSURE MUA MAKE -UP AIR NIC NOT IN CONTRACT NO. NUMBER NTS NOT TO SCALE OD OVERFLOW DRAIN PH PHASE (ELECTRICAL) PTV POST INDICATOR VALVE POC POINT OF CONNECTION PPM PARTS PER MILLION PRESS PRESSURE PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PTRV PRESSURE - TEMPERATURE RELIEF VALVE RD ROOF DRAIN REM REQUIRED RO REVERSE OSMOSIS RP REDUCED PRESSURE RPM REVOLUTIONS PER MINUTE SCW SOFT COLD WATER SO STORM DRAIN 51 W SOFT FILTERED WATER 90 SHEET SW SHUT OFF VALVE SPEC SPECIFICATION SO. FT. SQUARE FEET 511 STEEL TDH TOTAL MAW HEAD TEMP TEMPERATURE TYP TYPICAL UL LNl'OERARITERS I ABCRAATORY ✓ VENT V8 VACi,T,M BREAKER VBF VENT BELOW FLOOR VCP VERIFIED CLAY PPE VTR VENT THRU ROOF W WASTE WCO WALL CLEf.`SOUT I Iii 1 KE+Gii DESCRIPTION PECIVE I.P FEB 2R 2007 ARCI#I I EC IS D E S I G N CONSORIIUU 1920 E. KA1EllA AYE, SUE. S ORANGE, CA 92861 F A X 114 • 991-1193 1 E l 114 . 991.9134 STAMP 9EET NIN E4 O PROGRESS PRINT O HICK OFF SET O HEALTH DEPT. PLAN CHECK O 8tE C DEPT. PIM PECK O BID SET O CONSTRUCTION SET O SUBMITTAL DOCUMENT A A A 0 A A A A A A CE9C7ER : 016 DRAM : O EO€D : tCIO SCALE : AS NOTiD .P08 MAGE.4 : iCIT -COT SHEET iii SCHEDULES, NOTES,, SPECIFICATIONS P -1 Cr z T 11- 0 REC': _} C IYCIF FAR 2c .. P te.HreC`! c SrEE AC1195 LEGEND 8Y1 em DESORPTION ABBIEY. ® SUPPLY DUCT S. or RETURN AIR DUCT R. OPE R NOT ►� EXHAUST AIR DUCT E. S SUP-B4 � - om OUTSIDE AIR DUCT O.S.A. t 30 700 CFM - COMPLETE DIDI CONTROL PANEL. STARTER. AR FLOW SNITO1 AND 24V TRA.'SFCRU ER LINED DUCT (L) VESTIBULE SLIP -in 18 XT8 FLEXIBLE DUCT 486V -30 4` 30 CEILING DIFFUSER 1 -2 -3 OR 4 WAY THROW C.D. 44 9 D - ` - ' al CEILING REGISTER C.R. 3 KW I 481V -30 ii 1 SIDEWALL REGISTER T.R. © 40 2 2800 7 EXHAUST GRILLE G ACCESS PANEL A.P. 1 - - BALANCING DAMPER B.D. FIRE DAMPER F.D. �' ? ' 1 1 ' , 1' FLEXIBLE CONNECTOR F.C. EXTRACTOR SMOKE DETECTOR S.D. T 1 0 THERMOSTAT 0 SENSOR - UNDERCUT DOOR 1/2 U/C DOOR LOUVER O DIFFUSER NO. INDICATING TYPE & MFGR. GENERAL CONTRACTOR G.C. B POINT OF CONNECTION TO EXISTING POC CUBIC FEET PER MINUTE OEM RISER, CFM •E -XX EXHAUST CHILLED WATER GPM PIPING RISERf 1&32211 XXX HOT WATER GPM AC1216 DUCT HEATER SCHEDULE (ELECTRIC) MARK LIM I S13DES I TYPE 9ZE * or VOLTACIE ST OPE R NOT REMARKS ( 5i ) DELTA FLO S SUP-B4 � - 12"X12' 3 KW 180V -30 t 30 700 CFM - COMPLETE DIDI CONTROL PANEL. STARTER. AR FLOW SNITO1 AND 24V TRA.'SFCRU ER OH DELTA FLO VESTIBULE SLIP -in 18 XT8 30 KW 486V -30 1 30 1600 CFM - COMPLETE MTH CONTROL PANEL. STAR AIR FLOW ETCH AND 24V TRANSFORMER © 44 9 D DELTA FLO OFFICE SLIP -S1 16"X16' 3 KW I 481V -30 ii 1 30 1200 CFM - COMPLETE 111TH COITTROL PANEL. STARTER A FLOW SWATCH A 24V TRANSFORMER I © 40 2 ASHRAE 62.1 OUTSIDE AR CALCULATIONS SYSTEM A AREA O OCCUPANTS O OSA CFR O OSA OM OCCILPNITS 6 62.1 MINIMUM AC -1 V WAITING/ 45 1 1400 3 31 2 20 AC -2 B BAR/LOUNGE 69 2 2000 2 20 2 20 AC -3 R ROTUNDA 3 36 1 1000 2 27 2 20 AC -4 D DINING 2 1 144 2 2900 2 20 2 20 AC -5 R DIADIG A 44 9 900 2 20 2 20 AC -S C COOKUNE 2 20 3 3200 1 160 2 20 AC -7 K KITCH 4 40 2 2800 7 70 2 20 LENGTH E» IN TOTAL CM/ E70 UIELST LIT CFM IIEOLIFED U R:GHi 10• -0' 250 2500 L ,u G 7<R 12 - _Q - 350 4200 vein Uri T 2' -0" 300 3600 �� CENTER t!c%r+ O� LEFT T2' -0' 300 3600 CONNECTON OTU CBE FPM TOTAL SIZE EN1A ET EACH EACH EXHAUST T EM MET 192 AUIIST CRL PRCNEE3D 20x10 1 2500 1785 2500 I 18x10 2 2100 1680 4200 16x10 2 1800 1644 3600 16x10 2 1800 I 1644 3600 YAIT3P A R NO OEM am TOTAL AR CONDITIOFN I3 FROM FROM LLAIfELP ALA MICE Ali /IC-4 AR OOIp1101NR3 FWROY MN NO P404 I � 4 - 48 LAY SU 4 0 550 CFI" = 2200 4 O 250 CN = ;000 4 A 800 CFUl = 3.200 DIFFUSER AT I HOOD (DUNG I MAKEUP AR AND CAI TOTAL AR OO[E1f 10FNK3 MU FROM AIR AIR/ A maze EIMA-O 7 tli OOBO[IIOIWA F•IDtI LRJA-1 AND AO T5 - 48X24" LAY-141 SUPPLY 15 0 506 Oill = 7600 15 0 400 CFM = 6000 15 0 906 UM = 13.600 DIFFUSER AT HOOD COMIC I I rq ' 63GHT 6' - 0' I 25C 1500 I vt Pr I O LEFT 8 -0 1 250 2000 a CONNECTON OTU CBE FPM TOTAL SIZE EN1A ET EACH EACH EXHAUST T EM MET 192 AUIIST CRL PRCNEE3D 20x10 1 2500 1785 2500 I 18x10 2 2100 1680 4200 16x10 2 1800 1644 3600 16x10 2 1800 I 1644 3600 YAIT3P A R NO OEM am TOTAL AR CONDITIOFN I3 FROM FROM LLAIfELP ALA MICE Ali /IC-4 AR OOIp1101NR3 FWROY MN NO P404 I � 4 - 48 LAY SU 4 0 550 CFI" = 2200 4 O 250 CN = ;000 4 A 800 CFUl = 3.200 DIFFUSER AT I HOOD (DUNG I MAKEUP AR AND CAI TOTAL AR OO[E1f 10FNK3 MU FROM AIR AIR/ A maze EIMA-O 7 tli OOBO[IIOIWA F•IDtI LRJA-1 AND AO T5 - 48X24" LAY-141 SUPPLY 15 0 506 Oill = 7600 15 0 400 CFM = 6000 15 0 906 UM = 13.600 DIFFUSER AT HOOD COMIC I I rq ' 63GHT 6' - 0' I 25C 1500 I vt Pr I O LEFT 8 -0 1 250 2000 a YAIT3P A R NO OEM am TOTAL AR CONDITIOFN I3 FROM FROM LLAIfELP ALA MICE Ali /IC-4 AR OOIp1101NR3 FWROY MN NO P404 I � 4 - 48 LAY SU 4 0 550 CFI" = 2200 4 O 250 CN = ;000 4 A 800 CFUl = 3.200 DIFFUSER AT I HOOD (DUNG I MAKEUP AR AND CAI TOTAL AR OO[E1f 10FNK3 MU FROM AIR AIR/ A maze EIMA-O 7 tli OOBO[IIOIWA F•IDtI LRJA-1 AND AO T5 - 48X24" LAY-141 SUPPLY 15 0 506 Oill = 7600 15 0 400 CFM = 6000 15 0 906 UM = 13.600 DIFFUSER AT HOOD COMIC I I rq ' 63GHT 6' - 0' I 25C 1500 I vt Pr I O LEFT 8 -0 1 250 2000 a MAKEUP AR AND CAI TOTAL AR OO[E1f 10FNK3 MU FROM AIR AIR/ A maze EIMA-O 7 tli OOBO[IIOIWA F•IDtI LRJA-1 AND AO T5 - 48X24" LAY-141 SUPPLY 15 0 506 Oill = 7600 15 0 400 CFM = 6000 15 0 906 UM = 13.600 DIFFUSER AT HOOD COMIC I I rq ' 63GHT 6' - 0' I 25C 1500 I vt Pr I O LEFT 8 -0 1 250 2000 a I I rq ' 63GHT 6' - 0' I 25C 1500 I vt Pr I O LEFT 8 -0 1 250 2000 a 14x10 1 1500 f 1546 1 1500 18•:0 ; 2000 1 1600 I 2000 1 ACI182___ AIR BALANCE SCHEDULE SUPPLY IIETON OUTSDE EXHAUST All AR AR AR m FOYER/ v BAKERY 5400 4000 1400 IFF BAR LOUNGE 6000 4000 2000 m ROTUNDA - © DINING 3000 2000 1000 m DINING 2 & 0 PICKUP LINE 7500 4600 2900 m DINING 3 do 3000 2100 © PUBLIC R.R. 900 AC COOKLINE 6 & PICKUP 6000 2800 3200 Ar PREP KITCHEN 7000 4200 2800 SUBTOTAL 37900 23700 14200 UA MAINHOOD & PREP. 9800 9800 HOOD ® RIGHT MAIN HOOD v 2500 ® RIGHT CENTER © MAIN HOOD 4200 ® LEFT © CE NTER MAIN HOOD ® LEFT 0 MAIN HOOD 3600 e r PREP HOODS 3500 DISHWASHING 6 3000 A® EMPLOYEE W RESTROOMS 1200 TOTALS 47700 - 24000 21600 24000 - 21600 = +2400 CFM POSITIVE BUILDING PRESSURE ELECTRIC UNIT HEATER SCHEDULE � }I `" ' • AC1216 i LARK MFG. MOD . SERVES TYPE ION VOLTAGE SIT OPERMT. . _ - _. - - - I - -_ , i.ii (FT.AaviI A, DAYTON 2Y1163 FIRE RISER UNIT HEATER 5.0 KW 480V -30 1 40 -UNIT 16 HIGH X 14 WIDE X 7 1/2 DEEP I � ILDTh G DMSTOi 4 ROOM -2YUT6 MOUNTING BRACKET Mli DAYTON 211163 BACK FLOW UNIT HEATER 5.0 KW 480V -30 1 40 -UNIT 16 HIGH X 14 WOE X 7 1/2 DEEP © ROOM -2116 MOUNTING BRACKET © DAYTON 21U63 MECHANICAL UNIT HEATER 5.0 KW 480V -30 1 40 -UNIT 16 HIGH X 14 1N'AE X 7 1/2 DEEP I ROOM -2YU16 MOUNTING BRACKET M DAYTON 2170 TOWER ATTIC UNIT HEATER 10 KW 480V-.30 1 40 - UNIT 20 HIGH X 20 WIDE X 7 1/2 DEEP 0 -2YU16 MOUNT C BRACKET • GREASE EXHAUST DUCTWORK FIRE PROTECTION WRAP 1. ALL GREASE EXHAUST DUCTWORK SHALL BE COVERED 1INTH 1 -LAYER THERMAL CERAMICS FestWrop+ 1 -1/2' THICK DUCTARAP SINGLE LAYER SYSTEM. 2- GREASE EXHAUST DUCTWORK FlRE PROTECTION WRAP SHALL INCLUDE VERTICAL COLLAR CONNECTIONS TO THE TOP OF THE HOOD AND DUCTWORK CONNECTION TO THE UNDERSIDE OF ROOF MOUNTED FANS - SUCH AS CENTRAL FAN RE SEIZES. OR TO THE TOP OF THE UNDERSIDE OF THE FLASHING FOR GREASE EXHAUST DUCTWORK THROUGH THE ROOF UTILITY SET FANS. 3. SHALL BE INSTALLED BY A THERMAL CERAMICS GJAUFED INSTALLATION CONTRACTOR. THE INSTALLING CON TRACTOR SHALL PROVIDE A INSPECTION OF THE DUCTIMAP INSTALLATION BY A OUAL.FIEO DERMAL CERAMICS REPRESENTATIVE AND A REPORT ISSUED TO CHEESECAKE FACTORY RESTAURANT INDICATING THE INSULATION HAS BEEN INSTALLED IN ACCORDANCE WITH MANuFACTURER'S AND UL LISTING INSTRUCTIONS. THE IMPORT MUST COIF FROM AN AUTHORIZED THERMAL CERAMICS REPRESENTATIVE • PLAN NOTES 1 ALL MECHANICAL WORK SHALL BE N ACCORDANCE WITH THE 2002 MASSACHUSETTS STATE BUILDING CODE GREASE EXHAUST SYSTEM NOTES i FiRE /931E<:TION N9U.AITON MILL OCNFOIit TO WAN ADD 2002 MASSACHUSETTS STATE BULLING 000E t YAIDt1P AR APO E7QlAIET FANS ARE EBR-LOCKED WKIN PLOT MU KIN IIB1 DIE& a FNI:E CODE MONIES EO AUBFFANCON11L S&TOOPERATE Ate SUPPLY FAN STOPS 4IIOCDE )NAUER FATE SHALL OPERATE NBLNV THE ETPI JSINGS Mal IS AC R S FEED PPE OONdi1SFNG 61811918 N A SEIGLE HAZA1 14 E4 SHALL E AARAME R FOR9MLTANEOIIS AUTOMATIC OPERATION UPCNAC1WAMONOF INTONE CF THE SYSTEM common OM= DUCT FOR NOM THAR ONE HOODWCLLD DERE A SEIGL : HAZARDAfEA. EXCEPT =WOtLI.DLEASEOONDWRTFEESUTTON OEM OONTAT ®N THE OMEN M#HIST DUCT_ OS OA C4 SOFT. 14 GA) 4 BoFU a LIOIB TIGHT EIDEENAILY WELDED !EXHAUST DUCTS WWiiH ALL DIBBOIEL QAVM ARMAMIE &WENNEETVE1311SOSNO2500 Fein MAW ELBO SCELTON EIIHA &DUCTSWERTIC.ALDU TITONCSHALLEEPROIDEDW MANCPBLNGATTOP OF THE NE RRCJL VEER TO EMU FE RS ONLIIL ACCESS AND CEMENT HOIWECNTAL CUL ISMALLFIBYDEAT MAST OIIE2WX2I 7 WSW TO FERIAE PI E10N EL UNARY: 11811EILNER THINNOTPC615B.EO EWES URGE ENOUGH TO TENET THOROUGH GLEN•10 SHALL GEPEKPDEDAT12 FT. !MEALS ALL HOiDONTALDUCTSTOHAVE imam V4FL RICH TOWARD NE HOOD. IMMIX FORMING DIPS CR TRAPS UCH IIGtET COLLECT Re9DUE I. OEM 7S-0* TOTAL MOTH DUCT NET SLOPE T PER FT. ° P E A SE E»W r DUCE SYSTEM TO COMPLY WLITH NEPA - N0. 90A. 7. ALL GREASE EXz W ST H0006 MAIL E N OOIPLIANCE I ITH IFPA AMO SHALL EIL USED Fall OFEAGEEJQ MET AVOCATION • ALL EWE I I HOOD STALL E W CONPORM VICE WL;1H IOTA NO APPIJCA8LE LOCAL BULDMOOODE It ALL O EII.SE SOWN HOOD FEE PE OTECDON SYMONEVIL E UL LRM6 STATE FIE MARSHALL APPBOW:DA M N COIEUNICE URN APPIJCAIE LOCAL MEMO CODES 10: MUM RAMP/ NO. NULL RE HM ANDILSTALL ALL CREME E70MUS' MOTRE f WE94RAD3N HOODS MD CREASE ENEUST FEE RIOIECiION SISTBB TO MUM MIL E7 ELISE DUCTWORK CONNECTIONS • Toter (x Roust Req&red - Vc:n Hood.... -.... ;3.900 Toter Eia-st Rect;:red - Prep Hood 3.560 Told Est.a st Revived Voi► & Prep HooCS.....17 400 (1) (6) (7) INSULATION ( (1) (3) (5) WARRANTY (1) PLAN NOTES GAUGE AND CONSTRUCTION: GALVANIZED SHEET METAL IN ACCORDANCE WITH RECOMMENDATIONS OF S I.A.C.N.A. FOR LOW VELOCITY DUCTWORK. LATEST ENTION AND TO COMPLY WITH ALL NATIONAL AND LOCAL CODE REQUIREMENTS. (2) GREASE EXHAUST DUCTWORK: SHALL BE WELDED GALVANIZED SHEET METAL GAUGE AS INDICATED ON THE DRAWINGS AND INSTALLED PER N.F.P.A. 96. (3) DUCT SEALING: AU. DUCT JOINTS AND SEAMS EXPOSED ON ROOF SHALL BE SEALED TO INSURE WEATHERBGHTNESS MM1TH GLENKOTE SEAL/FLEX DUCT SEALANT APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. NO SUBSTITUTIONS ALLOWED. MANUFACTURER: GLENKOE MANUFACTURING CO.. 1001 GLENDALE BLVD. LOS ANGELES. CALIFORNIA 90026. (4) PAINTING: AU. DUCTWORK VISIBLE THROUGH OPENINGS SHALL BE PAINTED FLAT BLACK. (5) FLEXIBLE DUCT: (A) MATERIAL: PER - INSULATED FLEXIBLE FIBERGLASS AIR DUCT. ENCASED IN A VAPOR BARRIER JACKET. K FACTOR OF 0.24 AT 75 DEG. F. MEET REOUIREMENTS OF N.F.P.A. 90A FOR AIR DUCTS. SPIN -IN TYPE WITH MANUAL VOLUME DAMPER. (B) (B) (C) INSTALLATION: INSTALL IN FULLY EXTENDED POSITION USING ONLY MINIMUM LENGTH REQUIRED TO MAKE DIE CONNECTIONS WITH 1/2' WIDE POSITIVE LOCKING STEEL STRAPS OR APPROVED EQUAL SUPPORT DUCT AT 3 MAX. OR AS PER LOCAL CODES. MANUAL VOLUME DAMPERS: (A) DAMPERS WITH LOCKING AND INDICATING QUADRANTS TO BE INSTALLED IN EACH BRANCH OF ALL DUCTS AS INDICATED ON THE DRAWINGS IN ADOIT1ON TO ANY VOLUME CONTROL AT OUTLETS AFTER FINAL ADJUSTMENT OF SYSTEMM, LOCK QUADRANTS AND MARK CLEARLY SHOWING DAMPER POSITION. OPEN AND SHU POSITIONS. DAMPERS IN ROUND DUCTS SHALL BE OF THE SINGLE BLADE TYPE. DAMPERS IN RECTANGULAR DUCTS: - DUCTS 11" IN HEIGHT OR LESS SHALL BE OF THE SINGLE BLADE TYPE. - DUCTS 12' IN HEIGHT OR HIGHER SHALL BE OF THE OPPOSED BLADE TYPE. FIRE OR SMOKE/FIRE DAMPERS: WIRE INDICATED ON THE DRAWINGS. SHALL BE FURNISHED AND INSTALLED BY AIREMASTERS DUCT UNING ALL SUPPLY AIR AND RETURN AIR DUCTWORK AND PLENUMS EXPOSED ON ROOF AND EXTENDED BELOW ROOF LINE TO BE LINED WITH 1' FIBERGLASS 1 1/2' POUND DENSITY DUCT -UNED FACED WITH BLACK FIRE- RESISTANT COATING MEETING REQUIREMENTS OF N.F.P.A 90A AND INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. DUCT DIMENSIONS SHOWN ON THE DRAWINGS BY (L) ARE FULL SHEET METAL SIZE WITH ALLOWANCE FOR DUCT -LINER THICKNESS. (2) DUCT INSULATION: AU. SUPPLY AIR AND RETURN AIR DUCTWORK INSTALLED IN CONCEALED SPACES SHALL BE WRAPPED WITH 1' THICK ULTRAUGHT R 1/2 POUND DENSITY WITH FOIL FACE VAPOR BARRIER. (3) MINIMUM STANDARD OF INSTALLATION: END JOINTS ARE CLOSED WITH 2 OVERLAPPING VAPOR BARRIER FLAP AND 2' JOINT FLAP IS FORMED OVER LONGITUDINAL JOINT. OVERLAPPING FLAPS ARE STAPLED AND SEALED WITH PRESSURE SENSITIVE TAPE OR PLAIN TAPE APPLIED WAIN MASTIC. C. AUTOMATIC TEMPERATURE CONTROLS AS INDICATED ON DRAWINGS. D BALANCING AIRMASTERS SHALL BALANCE. ADJUST AND TEST ALL AIR MOVING EQUIPMENT. AIR DISTRIBUTION. HEATING SYSTEMS, EXHAUST AND MAKE -UP AIR SYSTEMS AS SPECIFIED AND AS INDICATED ON DRAWINGS. (2) BALANCING AND TESTING SHALL NOT BEGIN UNTIL AU. SYSTEMS ARE COMPLETED AND IN FULL WORKING ORDER. CHANGES IN FlLTERS. DRIVES AND DAMPERS OR THE ADDITION OF DAMPERS. CONTROL DEVICES OR GAUGES REQUIRED TO CORRECT BALANCE AS REQUIRED SHALL BE MADE AT NO ADDITIONAL COST TO OWNER. (4) ALL EQUIPMENT AND SYSTEMS SHALL BE RUN THROUGH THEIR CYCLE 70 CHECK FOR CORRECT WIRING AND SEQUENCING_ ALL INSTRUMENTS, FORMS AND PROCEDURES SHALL MEET THE REQUIREMENTS SET FORTH BY THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (N.E.B.B.). (6) COPIES OF BALANCE REPORT SHALL BE AVAILABLE TO THE CHEESECAKE FACTORY & CITY OF ALBANY THE ENTIRE AIR CONDITONING AND VENTILATION SYSTEM TO BE FREE OF DEFECTIVE WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF START-UP. (2) EQUIPMENT FUND AND INSTALLED BY AREMASTERS WALL CARRY A MANUFACTURERS REPLACEMENT PART WARRANTY FOR A PERIOD OF ONE YEAR FROM THE DATE OF START -UP_ (3) ALL AIR CONDITIONING COMPRESSORS FURNISHED APO INSTALLED WILL CARRY AN ADDITIONAL FOUR YEAR MANUFACTURERS REPLACEMENT WARRANTY (PARTS ONLY) AT EXPIRATION Cr ORIGINAL ONE -YEAR WARRANTY. (4) THE EOII'PMENT WARRANTIES ARE BASED UPON PROPER AND N ORMAL MAINTENANCE OF THE EQUIPMENT DURING THE WARRANTY PERIOD BY A OUALIFTEO, LICENSED AIR CONDITIONING COMPANY. REGULARLY ENGAGED IN TIC SERVICE AND MAINTENANCE Of AIR CONDITIONING EQUIPMENT. F. IN THE OPINION OF NREMASTERS COMPANY OR AN siDEPENOENT. QUALIFIED AIR CONOITIOI IG CONTRACTOR OR ENGINEER SELECTED BY THE OWNER. THE An CONDITIONING EQUIPMENT UNDER TITS WARRANTY HAS BEEN A SSSED. NEGLECTED DAMAGED. MOWED OR FUNCTION AND APPLICATION IOSAPPLEO. THE WARRANTY MAY BE CANCELLED MI1)101ST RECOURSE TO AIROSASTERS I To Extotat Provided - Rtdn Hood. 13,900 Told Ex+.asst Provided - Prep Hood. ..... _..3,.500 Tod Exha.. Prcl.ided Maio & Prep Hoofs. -_. -17400 • AC1210 SERVES FOYER/VESTIBULE/ BAKERY BAR LOUNGE & DINING ROTUNDA DINING 2 & SERVER PICKUP CREASE EXHAUST HOOD EXHAUST/ MAKEUP AR CALCULATIONS SPRING AR MODEL FN-B UL LISTED CANOPY HOOD - SEE SHEET K8.1 FOR DETALS DINING 3 Sc PUBLIC RESTROOMS COOKUNE PREP. KITCHEN/ OFFICES • FAN LOCATION ROOF ROOF ROOF ROOF ROOF DESIGN TEMPERATURES OUTDOOR COOLING - 85' FDB /66 FWB HEATING - ( +) 23' FDB INDOOR COOLING - 74' FDB /507. RH ± 10x HEATING - 70' MINIMUM AAON AAON AAON AAON AAON AAON AAON SPARE PARTS - STORED INSIDE ROOF TOWER CENTRAL FANS - 1 Of 1 HP & MATCHING BELTS FOR EF -1 1 OF 1 1/2 HP & MATCHING BELTS FOR EF -2. El-3. EF -4. OR EF -5 WEATHERITE - MUA -1 1 OF 5 HP & MATCHING BELTS MODEL NO RM16 - 3 CABINET RM18 -3 ▪ CABINET RM13 -3 'B" CABINET RM25 -3 ▪ CABINET RM10 -3 CABINET RM25 -3 "C" CABINET RM20 -3 'C' CABINET PACKAGED AIR CONDITIONING UNIT SCHEDULE • EEI CAP 12.2 11.7 10.8 10.4 11.0 10.4 11.5 COOLIO 3 CAR •91F 170.000 BTU 200,000 BTU 120.000 BTU 280.000 BTU 100.000 BTU 270.000 BTU 220.000 BTU PUBLIC & EMPLOYEE RESTROOMS & JAN. CLOSETS GREASE EDI. HOODS AC1216 FAN LOCATION t[dce1.-p & Supplyy Ai Provided to Vail Hood 13.600 O:1side Ai from Restai ont A/C System _ Totd Provided. 13.900 Vckeap & Supply A's Pre,/ded to Prep Hood . 3.200 Outside Aar from Resta:rost A/C System 300 Total Provided 3.500 Toter Wdreup & Outside A:r Pro'ided. 17,400 OAS FEATNO 87UH 390.000 HEAT 6 390.000 HEAT 6 270.000 HEAT 4 390.000 HEAT 6 180.000 HEAT 3 480.000 HEAT 7 390.000 HEAT 6 DAYTON WEATHERITE i ii CFM•8P. 5.400 0 1.O" 6.000 0 1.0" 3.000 0 1.0" 7.500 0 1.0" 3.000 0 1.0' 6.000 0 1.0' 7.000 0 1.0" 2YU86 YODEL Na TOT215HB MAP. FAN HP 3 EXTERIOR DINING AREAS IMAM VBTIEATION AR CFM 1400 2000 1000 2900 900 3200 2800 OEM • STATIC 9.800 CFM • 1.0' SP. FAN BM DROP -IN ELECiflCAI. DATA VOLTS 480 480 480 480 480 480 480 HP 1.5 KW PHASE 30 30 * VERIFY EXACT 9ZE BASED UPON FIELD CONDITIONS MOTOR VOL18 FLA 31 39 28 24 40 MCA 34 42 31 54 26 54 44 MOCP 45 35 70 35 70 OPER 2800 LBS 2900 LBS 1.300 LBS 3100 LBS 1200 LBS 3100 LBS 3000 LBS FLIERS 6- 20X25X2 6- 20X25X2 6- 16X20X2 6- 20X25X2 6- 16X20X2 6- 20X25X2 6- 20X25X2 AC1208 EXHAUST FAN SCHEDULE MARK SERVES LEFT MAIN HOOD CENTER LEFT MAIN HOOD CENTER RIGHT MAIN HOOD RIGHT MAIN HOOD PREP HOODS DISHWASHING FAN LOCATION ROOF ROOF ROOF ROOF ROOF ROOF ROOF CENTRAL CENTRAL CENTRAL CENTRAL CENTRAL GREENHECK MODS,. NO RE222 RE224 RE222 RE222 RE222 CUBE 180 -7 CFM • STATIC 2.500 CFM 0 1.0' S.P. 4.200 CFM 0 S.P. 3.600 CFM 0 1.0" S.P. 3.600 CFM 0 S.P. 3.500 CFM S.P. 3.000 CFM 0.5' S.P. GREENHECK CUBE 160 -4 1 CFM 0 0.25" S.P. FAN IPM 800 843 938 938 938 1010 850 MOTOR FP 1 1 1/2 1 1/2 1 1/2 1 1/2 3/4 1/4 VOLT8 480 480 480 480 480 120 120 30 30 30 30 30 10 10 OPE R. 600 LBS 600 LBS 600 LBS 600 LBS 600 LBS 125 LBS 120 LBS REMARKS ACCESSORIES: 12" HIGH ROOF CURB PER DETAIL. DISCHARGE SCOOP. & DOUBLE BELT DRIVE. UL USTED 762 FAN NO FACTORY DISCONNECT REQUIRED ACCESSORIES: 12" HIGH CURB ROOF CURB PER DETAIL. DISCHARGE SCOOP, DOUBLE BELT DRIVE k 15 GAL. FACTORY CATCH BASIN. UL USTED 762 FAh NO FACTORY DISCONNECT REQUIRED ACCESSORIES: 12 HIGH CURB ROOF CURB PER DETAIL, DISCHARGE SCOOP. Sc DOUBLE BELT DRIVE. UL USTED 762 FAN NO FACTORY DISCONNECT REQUIRED ACCESSORIES: 12 CURB ROOF CURB PER DETAIL. DISCHARGE SCOOP. & DOUBLE BELT DRIVE. UL USTED 762 FAN NO FACTORY DISCONNECT REQUIRED ACCESSORIES: ACCESSORIES: 12 ROOF CURB PER DETAIL. DISCHARGE SCOOP. & DOUBLE BELT DRIVE. UL LISTED 762 FAN NO FACTORY DISCONNECT REQUIRED 12' HIGH ROOF CURB PER DETAIL. NON - GREASE EXHAUST APPLICATION BACKDRAFT DAMPER & BIROSCREEN ACCESSORIES: 12 HIGH ROOF CURB PER DETAIL. BACKDRAFT DAMPER & BIRDSCREEN DIRECT FIRED MAKE UP AIR UNIT PHASE VOLTA 120V 10 IEATNO OAS INPUT 900.000 BTU" ELECTRIC SILL HEATER SCHEDULE STAGES 1 10 1.300 LBS 1)014 I q RENAME ,Ec 4VEU HER • .1 nF P e I IAA' AAON STANDARD UNITS W/ ETL USA LISTING 1 2 STAGE GAS HEATING & COOLING 2. FACTORY WIRED NON FUSED POWER (DISCONNECT) SWITCH 3. FACTORY WIRED 120V -10 CONVENIENCE OUTLET - OPTION B 4. FACTORY INSTALLED ECONOMIZER & FULL RELIEF HOOD - OPTION A FULL MODULATING ACTUATOR/ENTHALPY LIMIT - OPTION D 5. CONDENSER COIL GUARD - OPTION C 6. MINIMUM 12" HIGH ADJUSTABLE CURB FOR VERTICAL APPLICATION 7. SYSTEM SENSOR DUCT MOUNTED SMOKE DETECTOR DHIOOACDCLP LOCATED IN THE UNIT RETURN AIR PLENUM - FURNISH WITH RTS 451 ANNUNCIATORS FOR OUTDOOR APPLICATION. VERTICAL SUPPLY AIR DISCHARGE, 16' HIGH ADJUSTABLE ROOF CURB MOTORIZED INLET DAMPER. V -BANK FILTER SECTION (FARR 30/30). HORIZONTAL FA INTAKE HOOD. FM & IRI APPROVAL. FACTORY MOUNTED DISCHARGE AIR 8 OUTSDE AIR THERMOSTATS SPARE MOTOR W/ BELTS. PEWEES - REPLACE MFR. GRILLE WITH METAL AIRE 2030 W/ BLACK POWDER COAT PAINT- SEE AIR DISTRIBUTION SCHEDULE - HEATER HOUSING IS 14 -1 /6"X7 - 1/4'X6 -1/2" DEEP - 15 3/4 X 8 3/4 OD 11 I ' i`W ED FOR I I • • NOTE: I'.fSE FURS JI FCC LIFGRIVIO4 i' 3 CIXAC` NATOI &TEES CAD tiTCES fly. WE1ss itRS )P CO OTCNNG T: E Mac PRE -MEC * «K1 G1% COOOCft7R MD P1 ROM Ai.) WC XL Et ?I:. 1..siCR Ito 11A Itivua1M ON *OE Mims I- GA W Tn O k co Z09 Z .2 W E c O - C fn V z Z ) .. p i a (b U (f)� 11 ti. 44 I- U LJ O tr 0. CO J W F-- 0 0 T W U 0 co Z Li.I � _ 0 � J I-- e2S '.1ir- I- 1 1E900 et X 31111 OZ: IN SCAT` AS S►ON LB 111 i F =XE IA SHEET NO: AC -1 1368 >- m Z O In 00 Ll) N CO 4. N O to M O I tO M 4) In C N U J N 0 O I` M O O � U CW N c0 W F- 8 E I' COORDINATION SET ACI182___ AIR BALANCE SCHEDULE SUPPLY IIETON OUTSDE EXHAUST All AR AR AR m FOYER/ v BAKERY 5400 4000 1400 IFF BAR LOUNGE 6000 4000 2000 m ROTUNDA - © DINING 3000 2000 1000 m DINING 2 & 0 PICKUP LINE 7500 4600 2900 m DINING 3 do 3000 2100 © PUBLIC R.R. 900 AC COOKLINE 6 & PICKUP 6000 2800 3200 Ar PREP KITCHEN 7000 4200 2800 SUBTOTAL 37900 23700 14200 UA MAINHOOD & PREP. 9800 9800 HOOD ® RIGHT MAIN HOOD v 2500 ® RIGHT CENTER © MAIN HOOD 4200 ® LEFT © CE NTER MAIN HOOD ® LEFT 0 MAIN HOOD 3600 e r PREP HOODS 3500 DISHWASHING 6 3000 A® EMPLOYEE W RESTROOMS 1200 TOTALS 47700 - 24000 21600 24000 - 21600 = +2400 CFM POSITIVE BUILDING PRESSURE ELECTRIC UNIT HEATER SCHEDULE � }I `" ' • AC1216 i LARK MFG. MOD . SERVES TYPE ION VOLTAGE SIT OPERMT. . _ - _. - - - I - -_ , i.ii (FT.AaviI A, DAYTON 2Y1163 FIRE RISER UNIT HEATER 5.0 KW 480V -30 1 40 -UNIT 16 HIGH X 14 WIDE X 7 1/2 DEEP I � ILDTh G DMSTOi 4 ROOM -2YUT6 MOUNTING BRACKET Mli DAYTON 211163 BACK FLOW UNIT HEATER 5.0 KW 480V -30 1 40 -UNIT 16 HIGH X 14 WOE X 7 1/2 DEEP © ROOM -2116 MOUNTING BRACKET © DAYTON 21U63 MECHANICAL UNIT HEATER 5.0 KW 480V -30 1 40 -UNIT 16 HIGH X 14 1N'AE X 7 1/2 DEEP I ROOM -2YU16 MOUNTING BRACKET M DAYTON 2170 TOWER ATTIC UNIT HEATER 10 KW 480V-.30 1 40 - UNIT 20 HIGH X 20 WIDE X 7 1/2 DEEP 0 -2YU16 MOUNT C BRACKET • GREASE EXHAUST DUCTWORK FIRE PROTECTION WRAP 1. ALL GREASE EXHAUST DUCTWORK SHALL BE COVERED 1INTH 1 -LAYER THERMAL CERAMICS FestWrop+ 1 -1/2' THICK DUCTARAP SINGLE LAYER SYSTEM. 2- GREASE EXHAUST DUCTWORK FlRE PROTECTION WRAP SHALL INCLUDE VERTICAL COLLAR CONNECTIONS TO THE TOP OF THE HOOD AND DUCTWORK CONNECTION TO THE UNDERSIDE OF ROOF MOUNTED FANS - SUCH AS CENTRAL FAN RE SEIZES. OR TO THE TOP OF THE UNDERSIDE OF THE FLASHING FOR GREASE EXHAUST DUCTWORK THROUGH THE ROOF UTILITY SET FANS. 3. SHALL BE INSTALLED BY A THERMAL CERAMICS GJAUFED INSTALLATION CONTRACTOR. THE INSTALLING CON TRACTOR SHALL PROVIDE A INSPECTION OF THE DUCTIMAP INSTALLATION BY A OUAL.FIEO DERMAL CERAMICS REPRESENTATIVE AND A REPORT ISSUED TO CHEESECAKE FACTORY RESTAURANT INDICATING THE INSULATION HAS BEEN INSTALLED IN ACCORDANCE WITH MANuFACTURER'S AND UL LISTING INSTRUCTIONS. THE IMPORT MUST COIF FROM AN AUTHORIZED THERMAL CERAMICS REPRESENTATIVE • PLAN NOTES 1 ALL MECHANICAL WORK SHALL BE N ACCORDANCE WITH THE 2002 MASSACHUSETTS STATE BUILDING CODE GREASE EXHAUST SYSTEM NOTES i FiRE /931E<:TION N9U.AITON MILL OCNFOIit TO WAN ADD 2002 MASSACHUSETTS STATE BULLING 000E t YAIDt1P AR APO E7QlAIET FANS ARE EBR-LOCKED WKIN PLOT MU KIN IIB1 DIE& a FNI:E CODE MONIES EO AUBFFANCON11L S&TOOPERATE Ate SUPPLY FAN STOPS 4IIOCDE )NAUER FATE SHALL OPERATE NBLNV THE ETPI JSINGS Mal IS AC R S FEED PPE OONdi1SFNG 61811918 N A SEIGLE HAZA1 14 E4 SHALL E AARAME R FOR9MLTANEOIIS AUTOMATIC OPERATION UPCNAC1WAMONOF INTONE CF THE SYSTEM common OM= DUCT FOR NOM THAR ONE HOODWCLLD DERE A SEIGL : HAZARDAfEA. EXCEPT =WOtLI.DLEASEOONDWRTFEESUTTON OEM OONTAT ®N THE OMEN M#HIST DUCT_ OS OA C4 SOFT. 14 GA) 4 BoFU a LIOIB TIGHT EIDEENAILY WELDED !EXHAUST DUCTS WWiiH ALL DIBBOIEL QAVM ARMAMIE &WENNEETVE1311SOSNO2500 Fein MAW ELBO SCELTON EIIHA &DUCTSWERTIC.ALDU TITONCSHALLEEPROIDEDW MANCPBLNGATTOP OF THE NE RRCJL VEER TO EMU FE RS ONLIIL ACCESS AND CEMENT HOIWECNTAL CUL ISMALLFIBYDEAT MAST OIIE2WX2I 7 WSW TO FERIAE PI E10N EL UNARY: 11811EILNER THINNOTPC615B.EO EWES URGE ENOUGH TO TENET THOROUGH GLEN•10 SHALL GEPEKPDEDAT12 FT. !MEALS ALL HOiDONTALDUCTSTOHAVE imam V4FL RICH TOWARD NE HOOD. IMMIX FORMING DIPS CR TRAPS UCH IIGtET COLLECT Re9DUE I. OEM 7S-0* TOTAL MOTH DUCT NET SLOPE T PER FT. ° P E A SE E»W r DUCE SYSTEM TO COMPLY WLITH NEPA - N0. 90A. 7. ALL GREASE EXz W ST H0006 MAIL E N OOIPLIANCE I ITH IFPA AMO SHALL EIL USED Fall OFEAGEEJQ MET AVOCATION • ALL EWE I I HOOD STALL E W CONPORM VICE WL;1H IOTA NO APPIJCA8LE LOCAL BULDMOOODE It ALL O EII.SE SOWN HOOD FEE PE OTECDON SYMONEVIL E UL LRM6 STATE FIE MARSHALL APPBOW:DA M N COIEUNICE URN APPIJCAIE LOCAL MEMO CODES 10: MUM RAMP/ NO. NULL RE HM ANDILSTALL ALL CREME E70MUS' MOTRE f WE94RAD3N HOODS MD CREASE ENEUST FEE RIOIECiION SISTBB TO MUM MIL E7 ELISE DUCTWORK CONNECTIONS • Toter (x Roust Req&red - Vc:n Hood.... -.... ;3.900 Toter Eia-st Rect;:red - Prep Hood 3.560 Told Est.a st Revived Voi► & Prep HooCS.....17 400 (1) (6) (7) INSULATION ( (1) (3) (5) WARRANTY (1) PLAN NOTES GAUGE AND CONSTRUCTION: GALVANIZED SHEET METAL IN ACCORDANCE WITH RECOMMENDATIONS OF S I.A.C.N.A. FOR LOW VELOCITY DUCTWORK. LATEST ENTION AND TO COMPLY WITH ALL NATIONAL AND LOCAL CODE REQUIREMENTS. (2) GREASE EXHAUST DUCTWORK: SHALL BE WELDED GALVANIZED SHEET METAL GAUGE AS INDICATED ON THE DRAWINGS AND INSTALLED PER N.F.P.A. 96. (3) DUCT SEALING: AU. DUCT JOINTS AND SEAMS EXPOSED ON ROOF SHALL BE SEALED TO INSURE WEATHERBGHTNESS MM1TH GLENKOTE SEAL/FLEX DUCT SEALANT APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. NO SUBSTITUTIONS ALLOWED. MANUFACTURER: GLENKOE MANUFACTURING CO.. 1001 GLENDALE BLVD. LOS ANGELES. CALIFORNIA 90026. (4) PAINTING: AU. DUCTWORK VISIBLE THROUGH OPENINGS SHALL BE PAINTED FLAT BLACK. (5) FLEXIBLE DUCT: (A) MATERIAL: PER - INSULATED FLEXIBLE FIBERGLASS AIR DUCT. ENCASED IN A VAPOR BARRIER JACKET. K FACTOR OF 0.24 AT 75 DEG. F. MEET REOUIREMENTS OF N.F.P.A. 90A FOR AIR DUCTS. SPIN -IN TYPE WITH MANUAL VOLUME DAMPER. (B) (B) (C) INSTALLATION: INSTALL IN FULLY EXTENDED POSITION USING ONLY MINIMUM LENGTH REQUIRED TO MAKE DIE CONNECTIONS WITH 1/2' WIDE POSITIVE LOCKING STEEL STRAPS OR APPROVED EQUAL SUPPORT DUCT AT 3 MAX. OR AS PER LOCAL CODES. MANUAL VOLUME DAMPERS: (A) DAMPERS WITH LOCKING AND INDICATING QUADRANTS TO BE INSTALLED IN EACH BRANCH OF ALL DUCTS AS INDICATED ON THE DRAWINGS IN ADOIT1ON TO ANY VOLUME CONTROL AT OUTLETS AFTER FINAL ADJUSTMENT OF SYSTEMM, LOCK QUADRANTS AND MARK CLEARLY SHOWING DAMPER POSITION. OPEN AND SHU POSITIONS. DAMPERS IN ROUND DUCTS SHALL BE OF THE SINGLE BLADE TYPE. DAMPERS IN RECTANGULAR DUCTS: - DUCTS 11" IN HEIGHT OR LESS SHALL BE OF THE SINGLE BLADE TYPE. - DUCTS 12' IN HEIGHT OR HIGHER SHALL BE OF THE OPPOSED BLADE TYPE. FIRE OR SMOKE/FIRE DAMPERS: WIRE INDICATED ON THE DRAWINGS. SHALL BE FURNISHED AND INSTALLED BY AIREMASTERS DUCT UNING ALL SUPPLY AIR AND RETURN AIR DUCTWORK AND PLENUMS EXPOSED ON ROOF AND EXTENDED BELOW ROOF LINE TO BE LINED WITH 1' FIBERGLASS 1 1/2' POUND DENSITY DUCT -UNED FACED WITH BLACK FIRE- RESISTANT COATING MEETING REQUIREMENTS OF N.F.P.A 90A AND INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. DUCT DIMENSIONS SHOWN ON THE DRAWINGS BY (L) ARE FULL SHEET METAL SIZE WITH ALLOWANCE FOR DUCT -LINER THICKNESS. (2) DUCT INSULATION: AU. SUPPLY AIR AND RETURN AIR DUCTWORK INSTALLED IN CONCEALED SPACES SHALL BE WRAPPED WITH 1' THICK ULTRAUGHT R 1/2 POUND DENSITY WITH FOIL FACE VAPOR BARRIER. (3) MINIMUM STANDARD OF INSTALLATION: END JOINTS ARE CLOSED WITH 2 OVERLAPPING VAPOR BARRIER FLAP AND 2' JOINT FLAP IS FORMED OVER LONGITUDINAL JOINT. OVERLAPPING FLAPS ARE STAPLED AND SEALED WITH PRESSURE SENSITIVE TAPE OR PLAIN TAPE APPLIED WAIN MASTIC. C. AUTOMATIC TEMPERATURE CONTROLS AS INDICATED ON DRAWINGS. D BALANCING AIRMASTERS SHALL BALANCE. ADJUST AND TEST ALL AIR MOVING EQUIPMENT. AIR DISTRIBUTION. HEATING SYSTEMS, EXHAUST AND MAKE -UP AIR SYSTEMS AS SPECIFIED AND AS INDICATED ON DRAWINGS. (2) BALANCING AND TESTING SHALL NOT BEGIN UNTIL AU. SYSTEMS ARE COMPLETED AND IN FULL WORKING ORDER. CHANGES IN FlLTERS. DRIVES AND DAMPERS OR THE ADDITION OF DAMPERS. CONTROL DEVICES OR GAUGES REQUIRED TO CORRECT BALANCE AS REQUIRED SHALL BE MADE AT NO ADDITIONAL COST TO OWNER. (4) ALL EQUIPMENT AND SYSTEMS SHALL BE RUN THROUGH THEIR CYCLE 70 CHECK FOR CORRECT WIRING AND SEQUENCING_ ALL INSTRUMENTS, FORMS AND PROCEDURES SHALL MEET THE REQUIREMENTS SET FORTH BY THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (N.E.B.B.). (6) COPIES OF BALANCE REPORT SHALL BE AVAILABLE TO THE CHEESECAKE FACTORY & CITY OF ALBANY THE ENTIRE AIR CONDITONING AND VENTILATION SYSTEM TO BE FREE OF DEFECTIVE WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF START-UP. (2) EQUIPMENT FUND AND INSTALLED BY AREMASTERS WALL CARRY A MANUFACTURERS REPLACEMENT PART WARRANTY FOR A PERIOD OF ONE YEAR FROM THE DATE OF START -UP_ (3) ALL AIR CONDITIONING COMPRESSORS FURNISHED APO INSTALLED WILL CARRY AN ADDITIONAL FOUR YEAR MANUFACTURERS REPLACEMENT WARRANTY (PARTS ONLY) AT EXPIRATION Cr ORIGINAL ONE -YEAR WARRANTY. (4) THE EOII'PMENT WARRANTIES ARE BASED UPON PROPER AND N ORMAL MAINTENANCE OF THE EQUIPMENT DURING THE WARRANTY PERIOD BY A OUALIFTEO, LICENSED AIR CONDITIONING COMPANY. REGULARLY ENGAGED IN TIC SERVICE AND MAINTENANCE Of AIR CONDITIONING EQUIPMENT. F. IN THE OPINION OF NREMASTERS COMPANY OR AN siDEPENOENT. QUALIFIED AIR CONOITIOI IG CONTRACTOR OR ENGINEER SELECTED BY THE OWNER. THE An CONDITIONING EQUIPMENT UNDER TITS WARRANTY HAS BEEN A SSSED. NEGLECTED DAMAGED. MOWED OR FUNCTION AND APPLICATION IOSAPPLEO. THE WARRANTY MAY BE CANCELLED MI1)101ST RECOURSE TO AIROSASTERS I To Extotat Provided - Rtdn Hood. 13,900 Told Ex+.asst Provided - Prep Hood. ..... _..3,.500 Tod Exha.. Prcl.ided Maio & Prep Hoofs. -_. -17400 • AC1210 SERVES FOYER/VESTIBULE/ BAKERY BAR LOUNGE & DINING ROTUNDA DINING 2 & SERVER PICKUP CREASE EXHAUST HOOD EXHAUST/ MAKEUP AR CALCULATIONS SPRING AR MODEL FN-B UL LISTED CANOPY HOOD - SEE SHEET K8.1 FOR DETALS DINING 3 Sc PUBLIC RESTROOMS COOKUNE PREP. KITCHEN/ OFFICES • FAN LOCATION ROOF ROOF ROOF ROOF ROOF DESIGN TEMPERATURES OUTDOOR COOLING - 85' FDB /66 FWB HEATING - ( +) 23' FDB INDOOR COOLING - 74' FDB /507. RH ± 10x HEATING - 70' MINIMUM AAON AAON AAON AAON AAON AAON AAON SPARE PARTS - STORED INSIDE ROOF TOWER CENTRAL FANS - 1 Of 1 HP & MATCHING BELTS FOR EF -1 1 OF 1 1/2 HP & MATCHING BELTS FOR EF -2. El-3. EF -4. OR EF -5 WEATHERITE - MUA -1 1 OF 5 HP & MATCHING BELTS MODEL NO RM16 - 3 CABINET RM18 -3 ▪ CABINET RM13 -3 'B" CABINET RM25 -3 ▪ CABINET RM10 -3 CABINET RM25 -3 "C" CABINET RM20 -3 'C' CABINET PACKAGED AIR CONDITIONING UNIT SCHEDULE • EEI CAP 12.2 11.7 10.8 10.4 11.0 10.4 11.5 COOLIO 3 CAR •91F 170.000 BTU 200,000 BTU 120.000 BTU 280.000 BTU 100.000 BTU 270.000 BTU 220.000 BTU PUBLIC & EMPLOYEE RESTROOMS & JAN. CLOSETS GREASE EDI. HOODS AC1216 FAN LOCATION t[dce1.-p & Supplyy Ai Provided to Vail Hood 13.600 O:1side Ai from Restai ont A/C System _ Totd Provided. 13.900 Vckeap & Supply A's Pre,/ded to Prep Hood . 3.200 Outside Aar from Resta:rost A/C System 300 Total Provided 3.500 Toter Wdreup & Outside A:r Pro'ided. 17,400 OAS FEATNO 87UH 390.000 HEAT 6 390.000 HEAT 6 270.000 HEAT 4 390.000 HEAT 6 180.000 HEAT 3 480.000 HEAT 7 390.000 HEAT 6 DAYTON WEATHERITE i ii CFM•8P. 5.400 0 1.O" 6.000 0 1.0" 3.000 0 1.0" 7.500 0 1.0" 3.000 0 1.0' 6.000 0 1.0' 7.000 0 1.0" 2YU86 YODEL Na TOT215HB MAP. FAN HP 3 EXTERIOR DINING AREAS IMAM VBTIEATION AR CFM 1400 2000 1000 2900 900 3200 2800 OEM • STATIC 9.800 CFM • 1.0' SP. FAN BM DROP -IN ELECiflCAI. DATA VOLTS 480 480 480 480 480 480 480 HP 1.5 KW PHASE 30 30 * VERIFY EXACT 9ZE BASED UPON FIELD CONDITIONS MOTOR VOL18 FLA 31 39 28 24 40 MCA 34 42 31 54 26 54 44 MOCP 45 35 70 35 70 OPER 2800 LBS 2900 LBS 1.300 LBS 3100 LBS 1200 LBS 3100 LBS 3000 LBS FLIERS 6- 20X25X2 6- 20X25X2 6- 16X20X2 6- 20X25X2 6- 16X20X2 6- 20X25X2 6- 20X25X2 AC1208 EXHAUST FAN SCHEDULE MARK SERVES LEFT MAIN HOOD CENTER LEFT MAIN HOOD CENTER RIGHT MAIN HOOD RIGHT MAIN HOOD PREP HOODS DISHWASHING FAN LOCATION ROOF ROOF ROOF ROOF ROOF ROOF ROOF CENTRAL CENTRAL CENTRAL CENTRAL CENTRAL GREENHECK MODS,. NO RE222 RE224 RE222 RE222 RE222 CUBE 180 -7 CFM • STATIC 2.500 CFM 0 1.0' S.P. 4.200 CFM 0 S.P. 3.600 CFM 0 1.0" S.P. 3.600 CFM 0 S.P. 3.500 CFM S.P. 3.000 CFM 0.5' S.P. GREENHECK CUBE 160 -4 1 CFM 0 0.25" S.P. FAN IPM 800 843 938 938 938 1010 850 MOTOR FP 1 1 1/2 1 1/2 1 1/2 1 1/2 3/4 1/4 VOLT8 480 480 480 480 480 120 120 30 30 30 30 30 10 10 OPE R. 600 LBS 600 LBS 600 LBS 600 LBS 600 LBS 125 LBS 120 LBS REMARKS ACCESSORIES: 12" HIGH ROOF CURB PER DETAIL. DISCHARGE SCOOP. & DOUBLE BELT DRIVE. UL USTED 762 FAN NO FACTORY DISCONNECT REQUIRED ACCESSORIES: 12" HIGH CURB ROOF CURB PER DETAIL. DISCHARGE SCOOP, DOUBLE BELT DRIVE k 15 GAL. FACTORY CATCH BASIN. UL USTED 762 FAh NO FACTORY DISCONNECT REQUIRED ACCESSORIES: 12 HIGH CURB ROOF CURB PER DETAIL, DISCHARGE SCOOP. Sc DOUBLE BELT DRIVE. UL USTED 762 FAN NO FACTORY DISCONNECT REQUIRED ACCESSORIES: 12 CURB ROOF CURB PER DETAIL. DISCHARGE SCOOP. & DOUBLE BELT DRIVE. UL USTED 762 FAN NO FACTORY DISCONNECT REQUIRED ACCESSORIES: ACCESSORIES: 12 ROOF CURB PER DETAIL. DISCHARGE SCOOP. & DOUBLE BELT DRIVE. UL LISTED 762 FAN NO FACTORY DISCONNECT REQUIRED 12' HIGH ROOF CURB PER DETAIL. NON - GREASE EXHAUST APPLICATION BACKDRAFT DAMPER & BIROSCREEN ACCESSORIES: 12 HIGH ROOF CURB PER DETAIL. BACKDRAFT DAMPER & BIRDSCREEN DIRECT FIRED MAKE UP AIR UNIT PHASE VOLTA 120V 10 IEATNO OAS INPUT 900.000 BTU" ELECTRIC SILL HEATER SCHEDULE STAGES 1 10 1.300 LBS 1)014 I q RENAME ,Ec 4VEU HER • .1 nF P e I IAA' AAON STANDARD UNITS W/ ETL USA LISTING 1 2 STAGE GAS HEATING & COOLING 2. FACTORY WIRED NON FUSED POWER (DISCONNECT) SWITCH 3. FACTORY WIRED 120V -10 CONVENIENCE OUTLET - OPTION B 4. FACTORY INSTALLED ECONOMIZER & FULL RELIEF HOOD - OPTION A FULL MODULATING ACTUATOR/ENTHALPY LIMIT - OPTION D 5. CONDENSER COIL GUARD - OPTION C 6. MINIMUM 12" HIGH ADJUSTABLE CURB FOR VERTICAL APPLICATION 7. SYSTEM SENSOR DUCT MOUNTED SMOKE DETECTOR DHIOOACDCLP LOCATED IN THE UNIT RETURN AIR PLENUM - FURNISH WITH RTS 451 ANNUNCIATORS FOR OUTDOOR APPLICATION. VERTICAL SUPPLY AIR DISCHARGE, 16' HIGH ADJUSTABLE ROOF CURB MOTORIZED INLET DAMPER. V -BANK FILTER SECTION (FARR 30/30). HORIZONTAL FA INTAKE HOOD. FM & IRI APPROVAL. FACTORY MOUNTED DISCHARGE AIR 8 OUTSDE AIR THERMOSTATS SPARE MOTOR W/ BELTS. PEWEES - REPLACE MFR. GRILLE WITH METAL AIRE 2030 W/ BLACK POWDER COAT PAINT- SEE AIR DISTRIBUTION SCHEDULE - HEATER HOUSING IS 14 -1 /6"X7 - 1/4'X6 -1/2" DEEP - 15 3/4 X 8 3/4 OD 11 I ' i`W ED FOR I I • • NOTE: I'.fSE FURS JI FCC LIFGRIVIO4 i' 3 CIXAC` NATOI &TEES CAD tiTCES fly. WE1ss itRS )P CO OTCNNG T: E Mac PRE -MEC * «K1 G1% COOOCft7R MD P1 ROM Ai.) WC XL Et ?I:. 1..siCR Ito 11A Itivua1M ON *OE Mims I- GA W Tn O k co Z09 Z .2 W E c O - C fn V z Z ) .. p i a (b U (f)� 11 ti. 44 I- U LJ O tr 0. CO J W F-- 0 0 T W U 0 co Z Li.I � _ 0 � J I-- e2S '.1ir- I- 1 1E900 et X 31111 OZ: IN SCAT` AS S►ON LB 111 i F =XE IA SHEET NO: AC -1 1368 >- m Z O In 00 Ll) N CO 4. N O to M O I tO M 4) In C N U J N 0 O I` M O O � U CW N c0 W F- 8 E I' COORDINATION SET ELECTRIC UNIT HEATER SCHEDULE � }I `" ' • AC1216 i LARK MFG. MOD . SERVES TYPE ION VOLTAGE SIT OPERMT. . _ - _. - - - I - -_ , i.ii (FT.AaviI A, DAYTON 2Y1163 FIRE RISER UNIT HEATER 5.0 KW 480V -30 1 40 -UNIT 16 HIGH X 14 WIDE X 7 1/2 DEEP I � ILDTh G DMSTOi 4 ROOM -2YUT6 MOUNTING BRACKET Mli DAYTON 211163 BACK FLOW UNIT HEATER 5.0 KW 480V -30 1 40 -UNIT 16 HIGH X 14 WOE X 7 1/2 DEEP © ROOM -2116 MOUNTING BRACKET © DAYTON 21U63 MECHANICAL UNIT HEATER 5.0 KW 480V -30 1 40 -UNIT 16 HIGH X 14 1N'AE X 7 1/2 DEEP I ROOM -2YU16 MOUNTING BRACKET M DAYTON 2170 TOWER ATTIC UNIT HEATER 10 KW 480V-.30 1 40 - UNIT 20 HIGH X 20 WIDE X 7 1/2 DEEP 0 -2YU16 MOUNT C BRACKET • GREASE EXHAUST DUCTWORK FIRE PROTECTION WRAP 1. ALL GREASE EXHAUST DUCTWORK SHALL BE COVERED 1INTH 1 -LAYER THERMAL CERAMICS FestWrop+ 1 -1/2' THICK DUCTARAP SINGLE LAYER SYSTEM. 2- GREASE EXHAUST DUCTWORK FlRE PROTECTION WRAP SHALL INCLUDE VERTICAL COLLAR CONNECTIONS TO THE TOP OF THE HOOD AND DUCTWORK CONNECTION TO THE UNDERSIDE OF ROOF MOUNTED FANS - SUCH AS CENTRAL FAN RE SEIZES. OR TO THE TOP OF THE UNDERSIDE OF THE FLASHING FOR GREASE EXHAUST DUCTWORK THROUGH THE ROOF UTILITY SET FANS. 3. SHALL BE INSTALLED BY A THERMAL CERAMICS GJAUFED INSTALLATION CONTRACTOR. THE INSTALLING CON TRACTOR SHALL PROVIDE A INSPECTION OF THE DUCTIMAP INSTALLATION BY A OUAL.FIEO DERMAL CERAMICS REPRESENTATIVE AND A REPORT ISSUED TO CHEESECAKE FACTORY RESTAURANT INDICATING THE INSULATION HAS BEEN INSTALLED IN ACCORDANCE WITH MANuFACTURER'S AND UL LISTING INSTRUCTIONS. THE IMPORT MUST COIF FROM AN AUTHORIZED THERMAL CERAMICS REPRESENTATIVE • PLAN NOTES 1 ALL MECHANICAL WORK SHALL BE N ACCORDANCE WITH THE 2002 MASSACHUSETTS STATE BUILDING CODE GREASE EXHAUST SYSTEM NOTES i FiRE /931E<:TION N9U.AITON MILL OCNFOIit TO WAN ADD 2002 MASSACHUSETTS STATE BULLING 000E t YAIDt1P AR APO E7QlAIET FANS ARE EBR-LOCKED WKIN PLOT MU KIN IIB1 DIE& a FNI:E CODE MONIES EO AUBFFANCON11L S&TOOPERATE Ate SUPPLY FAN STOPS 4IIOCDE )NAUER FATE SHALL OPERATE NBLNV THE ETPI JSINGS Mal IS AC R S FEED PPE OONdi1SFNG 61811918 N A SEIGLE HAZA1 14 E4 SHALL E AARAME R FOR9MLTANEOIIS AUTOMATIC OPERATION UPCNAC1WAMONOF INTONE CF THE SYSTEM common OM= DUCT FOR NOM THAR ONE HOODWCLLD DERE A SEIGL : HAZARDAfEA. EXCEPT =WOtLI.DLEASEOONDWRTFEESUTTON OEM OONTAT ®N THE OMEN M#HIST DUCT_ OS OA C4 SOFT. 14 GA) 4 BoFU a LIOIB TIGHT EIDEENAILY WELDED !EXHAUST DUCTS WWiiH ALL DIBBOIEL QAVM ARMAMIE &WENNEETVE1311SOSNO2500 Fein MAW ELBO SCELTON EIIHA &DUCTSWERTIC.ALDU TITONCSHALLEEPROIDEDW MANCPBLNGATTOP OF THE NE RRCJL VEER TO EMU FE RS ONLIIL ACCESS AND CEMENT HOIWECNTAL CUL ISMALLFIBYDEAT MAST OIIE2WX2I 7 WSW TO FERIAE PI E10N EL UNARY: 11811EILNER THINNOTPC615B.EO EWES URGE ENOUGH TO TENET THOROUGH GLEN•10 SHALL GEPEKPDEDAT12 FT. !MEALS ALL HOiDONTALDUCTSTOHAVE imam V4FL RICH TOWARD NE HOOD. IMMIX FORMING DIPS CR TRAPS UCH IIGtET COLLECT Re9DUE I. OEM 7S-0* TOTAL MOTH DUCT NET SLOPE T PER FT. ° P E A SE E»W r DUCE SYSTEM TO COMPLY WLITH NEPA - N0. 90A. 7. ALL GREASE EXz W ST H0006 MAIL E N OOIPLIANCE I ITH IFPA AMO SHALL EIL USED Fall OFEAGEEJQ MET AVOCATION • ALL EWE I I HOOD STALL E W CONPORM VICE WL;1H IOTA NO APPIJCA8LE LOCAL BULDMOOODE It ALL O EII.SE SOWN HOOD FEE PE OTECDON SYMONEVIL E UL LRM6 STATE FIE MARSHALL APPBOW:DA M N COIEUNICE URN APPIJCAIE LOCAL MEMO CODES 10: MUM RAMP/ NO. NULL RE HM ANDILSTALL ALL CREME E70MUS' MOTRE f WE94RAD3N HOODS MD CREASE ENEUST FEE RIOIECiION SISTBB TO MUM MIL E7 ELISE DUCTWORK CONNECTIONS • Toter (x Roust Req&red - Vc:n Hood.... -.... ;3.900 Toter Eia-st Rect;:red - Prep Hood 3.560 Told Est.a st Revived Voi► & Prep HooCS.....17 400 (1) (6) (7) INSULATION ( (1) (3) (5) WARRANTY (1) PLAN NOTES GAUGE AND CONSTRUCTION: GALVANIZED SHEET METAL IN ACCORDANCE WITH RECOMMENDATIONS OF S I.A.C.N.A. FOR LOW VELOCITY DUCTWORK. LATEST ENTION AND TO COMPLY WITH ALL NATIONAL AND LOCAL CODE REQUIREMENTS. (2) GREASE EXHAUST DUCTWORK: SHALL BE WELDED GALVANIZED SHEET METAL GAUGE AS INDICATED ON THE DRAWINGS AND INSTALLED PER N.F.P.A. 96. (3) DUCT SEALING: AU. DUCT JOINTS AND SEAMS EXPOSED ON ROOF SHALL BE SEALED TO INSURE WEATHERBGHTNESS MM1TH GLENKOTE SEAL/FLEX DUCT SEALANT APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. NO SUBSTITUTIONS ALLOWED. MANUFACTURER: GLENKOE MANUFACTURING CO.. 1001 GLENDALE BLVD. LOS ANGELES. CALIFORNIA 90026. (4) PAINTING: AU. DUCTWORK VISIBLE THROUGH OPENINGS SHALL BE PAINTED FLAT BLACK. (5) FLEXIBLE DUCT: (A) MATERIAL: PER - INSULATED FLEXIBLE FIBERGLASS AIR DUCT. ENCASED IN A VAPOR BARRIER JACKET. K FACTOR OF 0.24 AT 75 DEG. F. MEET REOUIREMENTS OF N.F.P.A. 90A FOR AIR DUCTS. SPIN -IN TYPE WITH MANUAL VOLUME DAMPER. (B) (B) (C) INSTALLATION: INSTALL IN FULLY EXTENDED POSITION USING ONLY MINIMUM LENGTH REQUIRED TO MAKE DIE CONNECTIONS WITH 1/2' WIDE POSITIVE LOCKING STEEL STRAPS OR APPROVED EQUAL SUPPORT DUCT AT 3 MAX. OR AS PER LOCAL CODES. MANUAL VOLUME DAMPERS: (A) DAMPERS WITH LOCKING AND INDICATING QUADRANTS TO BE INSTALLED IN EACH BRANCH OF ALL DUCTS AS INDICATED ON THE DRAWINGS IN ADOIT1ON TO ANY VOLUME CONTROL AT OUTLETS AFTER FINAL ADJUSTMENT OF SYSTEMM, LOCK QUADRANTS AND MARK CLEARLY SHOWING DAMPER POSITION. OPEN AND SHU POSITIONS. DAMPERS IN ROUND DUCTS SHALL BE OF THE SINGLE BLADE TYPE. DAMPERS IN RECTANGULAR DUCTS: - DUCTS 11" IN HEIGHT OR LESS SHALL BE OF THE SINGLE BLADE TYPE. - DUCTS 12' IN HEIGHT OR HIGHER SHALL BE OF THE OPPOSED BLADE TYPE. FIRE OR SMOKE/FIRE DAMPERS: WIRE INDICATED ON THE DRAWINGS. SHALL BE FURNISHED AND INSTALLED BY AIREMASTERS DUCT UNING ALL SUPPLY AIR AND RETURN AIR DUCTWORK AND PLENUMS EXPOSED ON ROOF AND EXTENDED BELOW ROOF LINE TO BE LINED WITH 1' FIBERGLASS 1 1/2' POUND DENSITY DUCT -UNED FACED WITH BLACK FIRE- RESISTANT COATING MEETING REQUIREMENTS OF N.F.P.A 90A AND INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. DUCT DIMENSIONS SHOWN ON THE DRAWINGS BY (L) ARE FULL SHEET METAL SIZE WITH ALLOWANCE FOR DUCT -LINER THICKNESS. (2) DUCT INSULATION: AU. SUPPLY AIR AND RETURN AIR DUCTWORK INSTALLED IN CONCEALED SPACES SHALL BE WRAPPED WITH 1' THICK ULTRAUGHT R 1/2 POUND DENSITY WITH FOIL FACE VAPOR BARRIER. (3) MINIMUM STANDARD OF INSTALLATION: END JOINTS ARE CLOSED WITH 2 OVERLAPPING VAPOR BARRIER FLAP AND 2' JOINT FLAP IS FORMED OVER LONGITUDINAL JOINT. OVERLAPPING FLAPS ARE STAPLED AND SEALED WITH PRESSURE SENSITIVE TAPE OR PLAIN TAPE APPLIED WAIN MASTIC. C. AUTOMATIC TEMPERATURE CONTROLS AS INDICATED ON DRAWINGS. D BALANCING AIRMASTERS SHALL BALANCE. ADJUST AND TEST ALL AIR MOVING EQUIPMENT. AIR DISTRIBUTION. HEATING SYSTEMS, EXHAUST AND MAKE -UP AIR SYSTEMS AS SPECIFIED AND AS INDICATED ON DRAWINGS. (2) BALANCING AND TESTING SHALL NOT BEGIN UNTIL AU. SYSTEMS ARE COMPLETED AND IN FULL WORKING ORDER. CHANGES IN FlLTERS. DRIVES AND DAMPERS OR THE ADDITION OF DAMPERS. CONTROL DEVICES OR GAUGES REQUIRED TO CORRECT BALANCE AS REQUIRED SHALL BE MADE AT NO ADDITIONAL COST TO OWNER. (4) ALL EQUIPMENT AND SYSTEMS SHALL BE RUN THROUGH THEIR CYCLE 70 CHECK FOR CORRECT WIRING AND SEQUENCING_ ALL INSTRUMENTS, FORMS AND PROCEDURES SHALL MEET THE REQUIREMENTS SET FORTH BY THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (N.E.B.B.). (6) COPIES OF BALANCE REPORT SHALL BE AVAILABLE TO THE CHEESECAKE FACTORY & CITY OF ALBANY THE ENTIRE AIR CONDITONING AND VENTILATION SYSTEM TO BE FREE OF DEFECTIVE WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF START-UP. (2) EQUIPMENT FUND AND INSTALLED BY AREMASTERS WALL CARRY A MANUFACTURERS REPLACEMENT PART WARRANTY FOR A PERIOD OF ONE YEAR FROM THE DATE OF START -UP_ (3) ALL AIR CONDITIONING COMPRESSORS FURNISHED APO INSTALLED WILL CARRY AN ADDITIONAL FOUR YEAR MANUFACTURERS REPLACEMENT WARRANTY (PARTS ONLY) AT EXPIRATION Cr ORIGINAL ONE -YEAR WARRANTY. (4) THE EOII'PMENT WARRANTIES ARE BASED UPON PROPER AND N ORMAL MAINTENANCE OF THE EQUIPMENT DURING THE WARRANTY PERIOD BY A OUALIFTEO, LICENSED AIR CONDITIONING COMPANY. REGULARLY ENGAGED IN TIC SERVICE AND MAINTENANCE Of AIR CONDITIONING EQUIPMENT. F. IN THE OPINION OF NREMASTERS COMPANY OR AN siDEPENOENT. QUALIFIED AIR CONOITIOI IG CONTRACTOR OR ENGINEER SELECTED BY THE OWNER. THE An CONDITIONING EQUIPMENT UNDER TITS WARRANTY HAS BEEN A SSSED. NEGLECTED DAMAGED. MOWED OR FUNCTION AND APPLICATION IOSAPPLEO. THE WARRANTY MAY BE CANCELLED MI1)101ST RECOURSE TO AIROSASTERS I To Extotat Provided - Rtdn Hood. 13,900 Told Ex+.asst Provided - Prep Hood. ..... _..3,.500 Tod Exha.. Prcl.ided Maio & Prep Hoofs. -_. -17400 • AC1210 SERVES FOYER/VESTIBULE/ BAKERY BAR LOUNGE & DINING ROTUNDA DINING 2 & SERVER PICKUP CREASE EXHAUST HOOD EXHAUST/ MAKEUP AR CALCULATIONS SPRING AR MODEL FN-B UL LISTED CANOPY HOOD - SEE SHEET K8.1 FOR DETALS DINING 3 Sc PUBLIC RESTROOMS COOKUNE PREP. KITCHEN/ OFFICES • FAN LOCATION ROOF ROOF ROOF ROOF ROOF DESIGN TEMPERATURES OUTDOOR COOLING - 85' FDB /66 FWB HEATING - ( +) 23' FDB INDOOR COOLING - 74' FDB /507. RH ± 10x HEATING - 70' MINIMUM AAON AAON AAON AAON AAON AAON AAON SPARE PARTS - STORED INSIDE ROOF TOWER CENTRAL FANS - 1 Of 1 HP & MATCHING BELTS FOR EF -1 1 OF 1 1/2 HP & MATCHING BELTS FOR EF -2. El-3. EF -4. OR EF -5 WEATHERITE - MUA -1 1 OF 5 HP & MATCHING BELTS MODEL NO RM16 - 3 CABINET RM18 -3 ▪ CABINET RM13 -3 'B" CABINET RM25 -3 ▪ CABINET RM10 -3 CABINET RM25 -3 "C" CABINET RM20 -3 'C' CABINET PACKAGED AIR CONDITIONING UNIT SCHEDULE • EEI CAP 12.2 11.7 10.8 10.4 11.0 10.4 11.5 COOLIO 3 CAR •91F 170.000 BTU 200,000 BTU 120.000 BTU 280.000 BTU 100.000 BTU 270.000 BTU 220.000 BTU PUBLIC & EMPLOYEE RESTROOMS & JAN. CLOSETS GREASE EDI. HOODS AC1216 FAN LOCATION t[dce1.-p & Supplyy Ai Provided to Vail Hood 13.600 O:1side Ai from Restai ont A/C System _ Totd Provided. 13.900 Vckeap & Supply A's Pre,/ded to Prep Hood . 3.200 Outside Aar from Resta:rost A/C System 300 Total Provided 3.500 Toter Wdreup & Outside A:r Pro'ided. 17,400 OAS FEATNO 87UH 390.000 HEAT 6 390.000 HEAT 6 270.000 HEAT 4 390.000 HEAT 6 180.000 HEAT 3 480.000 HEAT 7 390.000 HEAT 6 DAYTON WEATHERITE i ii CFM•8P. 5.400 0 1.O" 6.000 0 1.0" 3.000 0 1.0" 7.500 0 1.0" 3.000 0 1.0' 6.000 0 1.0' 7.000 0 1.0" 2YU86 YODEL Na TOT215HB MAP. FAN HP 3 EXTERIOR DINING AREAS IMAM VBTIEATION AR CFM 1400 2000 1000 2900 900 3200 2800 OEM • STATIC 9.800 CFM • 1.0' SP. FAN BM DROP -IN ELECiflCAI. DATA VOLTS 480 480 480 480 480 480 480 HP 1.5 KW PHASE 30 30 * VERIFY EXACT 9ZE BASED UPON FIELD CONDITIONS MOTOR VOL18 FLA 31 39 28 24 40 MCA 34 42 31 54 26 54 44 MOCP 45 35 70 35 70 OPER 2800 LBS 2900 LBS 1.300 LBS 3100 LBS 1200 LBS 3100 LBS 3000 LBS FLIERS 6- 20X25X2 6- 20X25X2 6- 16X20X2 6- 20X25X2 6- 16X20X2 6- 20X25X2 6- 20X25X2 AC1208 EXHAUST FAN SCHEDULE MARK SERVES LEFT MAIN HOOD CENTER LEFT MAIN HOOD CENTER RIGHT MAIN HOOD RIGHT MAIN HOOD PREP HOODS DISHWASHING FAN LOCATION ROOF ROOF ROOF ROOF ROOF ROOF ROOF CENTRAL CENTRAL CENTRAL CENTRAL CENTRAL GREENHECK MODS,. NO RE222 RE224 RE222 RE222 RE222 CUBE 180 -7 CFM • STATIC 2.500 CFM 0 1.0' S.P. 4.200 CFM 0 S.P. 3.600 CFM 0 1.0" S.P. 3.600 CFM 0 S.P. 3.500 CFM S.P. 3.000 CFM 0.5' S.P. GREENHECK CUBE 160 -4 1 CFM 0 0.25" S.P. FAN IPM 800 843 938 938 938 1010 850 MOTOR FP 1 1 1/2 1 1/2 1 1/2 1 1/2 3/4 1/4 VOLT8 480 480 480 480 480 120 120 30 30 30 30 30 10 10 OPE R. 600 LBS 600 LBS 600 LBS 600 LBS 600 LBS 125 LBS 120 LBS REMARKS ACCESSORIES: 12" HIGH ROOF CURB PER DETAIL. DISCHARGE SCOOP. & DOUBLE BELT DRIVE. UL USTED 762 FAN NO FACTORY DISCONNECT REQUIRED ACCESSORIES: 12" HIGH CURB ROOF CURB PER DETAIL. DISCHARGE SCOOP, DOUBLE BELT DRIVE k 15 GAL. FACTORY CATCH BASIN. UL USTED 762 FAh NO FACTORY DISCONNECT REQUIRED ACCESSORIES: 12 HIGH CURB ROOF CURB PER DETAIL, DISCHARGE SCOOP. Sc DOUBLE BELT DRIVE. UL USTED 762 FAN NO FACTORY DISCONNECT REQUIRED ACCESSORIES: 12 CURB ROOF CURB PER DETAIL. DISCHARGE SCOOP. & DOUBLE BELT DRIVE. UL USTED 762 FAN NO FACTORY DISCONNECT REQUIRED ACCESSORIES: ACCESSORIES: 12 ROOF CURB PER DETAIL. DISCHARGE SCOOP. & DOUBLE BELT DRIVE. UL LISTED 762 FAN NO FACTORY DISCONNECT REQUIRED 12' HIGH ROOF CURB PER DETAIL. NON - GREASE EXHAUST APPLICATION BACKDRAFT DAMPER & BIROSCREEN ACCESSORIES: 12 HIGH ROOF CURB PER DETAIL. BACKDRAFT DAMPER & BIRDSCREEN DIRECT FIRED MAKE UP AIR UNIT PHASE VOLTA 120V 10 IEATNO OAS INPUT 900.000 BTU" ELECTRIC SILL HEATER SCHEDULE STAGES 1 10 1.300 LBS 1)014 I q RENAME ,Ec 4VEU HER • .1 nF P e I IAA' AAON STANDARD UNITS W/ ETL USA LISTING 1 2 STAGE GAS HEATING & COOLING 2. FACTORY WIRED NON FUSED POWER (DISCONNECT) SWITCH 3. FACTORY WIRED 120V -10 CONVENIENCE OUTLET - OPTION B 4. FACTORY INSTALLED ECONOMIZER & FULL RELIEF HOOD - OPTION A FULL MODULATING ACTUATOR/ENTHALPY LIMIT - OPTION D 5. CONDENSER COIL GUARD - OPTION C 6. MINIMUM 12" HIGH ADJUSTABLE CURB FOR VERTICAL APPLICATION 7. SYSTEM SENSOR DUCT MOUNTED SMOKE DETECTOR DHIOOACDCLP LOCATED IN THE UNIT RETURN AIR PLENUM - FURNISH WITH RTS 451 ANNUNCIATORS FOR OUTDOOR APPLICATION. VERTICAL SUPPLY AIR DISCHARGE, 16' HIGH ADJUSTABLE ROOF CURB MOTORIZED INLET DAMPER. V -BANK FILTER SECTION (FARR 30/30). HORIZONTAL FA INTAKE HOOD. FM & IRI APPROVAL. FACTORY MOUNTED DISCHARGE AIR 8 OUTSDE AIR THERMOSTATS SPARE MOTOR W/ BELTS. PEWEES - REPLACE MFR. GRILLE WITH METAL AIRE 2030 W/ BLACK POWDER COAT PAINT- SEE AIR DISTRIBUTION SCHEDULE - HEATER HOUSING IS 14 -1 /6"X7 - 1/4'X6 -1/2" DEEP - 15 3/4 X 8 3/4 OD 11 I ' i`W ED FOR I I • • NOTE: I'.fSE FURS JI FCC LIFGRIVIO4 i' 3 CIXAC` NATOI &TEES CAD tiTCES fly. WE1ss itRS )P CO OTCNNG T: E Mac PRE -MEC * «K1 G1% COOOCft7R MD P1 ROM Ai.) WC XL Et ?I:. 1..siCR Ito 11A Itivua1M ON *OE Mims I- GA W Tn O k co Z09 Z .2 W E c O - C fn V z Z ) .. p i a (b U (f)� 11 ti. 44 I- U LJ O tr 0. CO J W F-- 0 0 T W U 0 co Z Li.I � _ 0 � J I-- e2S '.1ir- I- 1 1E900 et X 31111 OZ: IN SCAT` AS S►ON LB 111 i F =XE IA SHEET NO: AC -1 1368 >- m Z O In 00 Ll) N CO 4. N O to M O I tO M 4) In C N U J N 0 O I` M O O � U CW N c0 W F- 8 E I' COORDINATION SET • GREASE EXHAUST DUCTWORK FIRE PROTECTION WRAP 1. ALL GREASE EXHAUST DUCTWORK SHALL BE COVERED 1INTH 1 -LAYER THERMAL CERAMICS FestWrop+ 1 -1/2' THICK DUCTARAP SINGLE LAYER SYSTEM. 2- GREASE EXHAUST DUCTWORK FlRE PROTECTION WRAP SHALL INCLUDE VERTICAL COLLAR CONNECTIONS TO THE TOP OF THE HOOD AND DUCTWORK CONNECTION TO THE UNDERSIDE OF ROOF MOUNTED FANS - SUCH AS CENTRAL FAN RE SEIZES. OR TO THE TOP OF THE UNDERSIDE OF THE FLASHING FOR GREASE EXHAUST DUCTWORK THROUGH THE ROOF UTILITY SET FANS. 3. SHALL BE INSTALLED BY A THERMAL CERAMICS GJAUFED INSTALLATION CONTRACTOR. THE INSTALLING CON TRACTOR SHALL PROVIDE A INSPECTION OF THE DUCTIMAP INSTALLATION BY A OUAL.FIEO DERMAL CERAMICS REPRESENTATIVE AND A REPORT ISSUED TO CHEESECAKE FACTORY RESTAURANT INDICATING THE INSULATION HAS BEEN INSTALLED IN ACCORDANCE WITH MANuFACTURER'S AND UL LISTING INSTRUCTIONS. THE IMPORT MUST COIF FROM AN AUTHORIZED THERMAL CERAMICS REPRESENTATIVE • PLAN NOTES 1 ALL MECHANICAL WORK SHALL BE N ACCORDANCE WITH THE 2002 MASSACHUSETTS STATE BUILDING CODE GREASE EXHAUST SYSTEM NOTES i FiRE /931E<:TION N9U.AITON MILL OCNFOIit TO WAN ADD 2002 MASSACHUSETTS STATE BULLING 000E t YAIDt1P AR APO E7QlAIET FANS ARE EBR-LOCKED WKIN PLOT MU KIN IIB1 DIE& a FNI:E CODE MONIES EO AUBFFANCON11L S&TOOPERATE Ate SUPPLY FAN STOPS 4IIOCDE )NAUER FATE SHALL OPERATE NBLNV THE ETPI JSINGS Mal IS AC R S FEED PPE OONdi1SFNG 61811918 N A SEIGLE HAZA1 14 E4 SHALL E AARAME R FOR9MLTANEOIIS AUTOMATIC OPERATION UPCNAC1WAMONOF INTONE CF THE SYSTEM common OM= DUCT FOR NOM THAR ONE HOODWCLLD DERE A SEIGL : HAZARDAfEA. EXCEPT =WOtLI.DLEASEOONDWRTFEESUTTON OEM OONTAT ®N THE OMEN M#HIST DUCT_ OS OA C4 SOFT. 14 GA) 4 BoFU a LIOIB TIGHT EIDEENAILY WELDED !EXHAUST DUCTS WWiiH ALL DIBBOIEL QAVM ARMAMIE &WENNEETVE1311SOSNO2500 Fein MAW ELBO SCELTON EIIHA &DUCTSWERTIC.ALDU TITONCSHALLEEPROIDEDW MANCPBLNGATTOP OF THE NE RRCJL VEER TO EMU FE RS ONLIIL ACCESS AND CEMENT HOIWECNTAL CUL ISMALLFIBYDEAT MAST OIIE2WX2I 7 WSW TO FERIAE PI E10N EL UNARY: 11811EILNER THINNOTPC615B.EO EWES URGE ENOUGH TO TENET THOROUGH GLEN•10 SHALL GEPEKPDEDAT12 FT. !MEALS ALL HOiDONTALDUCTSTOHAVE imam V4FL RICH TOWARD NE HOOD. IMMIX FORMING DIPS CR TRAPS UCH IIGtET COLLECT Re9DUE I. OEM 7S-0* TOTAL MOTH DUCT NET SLOPE T PER FT. ° P E A SE E»W r DUCE SYSTEM TO COMPLY WLITH NEPA - N0. 90A. 7. ALL GREASE EXz W ST H0006 MAIL E N OOIPLIANCE I ITH IFPA AMO SHALL EIL USED Fall OFEAGEEJQ MET AVOCATION • ALL EWE I I HOOD STALL E W CONPORM VICE WL;1H IOTA NO APPIJCA8LE LOCAL BULDMOOODE It ALL O EII.SE SOWN HOOD FEE PE OTECDON SYMONEVIL E UL LRM6 STATE FIE MARSHALL APPBOW:DA M N COIEUNICE URN APPIJCAIE LOCAL MEMO CODES 10: MUM RAMP/ NO. NULL RE HM ANDILSTALL ALL CREME E70MUS' MOTRE f WE94RAD3N HOODS MD CREASE ENEUST FEE RIOIECiION SISTBB TO MUM MIL E7 ELISE DUCTWORK CONNECTIONS • Toter (x Roust Req&red - Vc:n Hood.... -.... ;3.900 Toter Eia-st Rect;:red - Prep Hood 3.560 Told Est.a st Revived Voi► & Prep HooCS.....17 400 (1) (6) (7) INSULATION ( (1) (3) (5) WARRANTY (1) PLAN NOTES GAUGE AND CONSTRUCTION: GALVANIZED SHEET METAL IN ACCORDANCE WITH RECOMMENDATIONS OF S I.A.C.N.A. FOR LOW VELOCITY DUCTWORK. LATEST ENTION AND TO COMPLY WITH ALL NATIONAL AND LOCAL CODE REQUIREMENTS. (2) GREASE EXHAUST DUCTWORK: SHALL BE WELDED GALVANIZED SHEET METAL GAUGE AS INDICATED ON THE DRAWINGS AND INSTALLED PER N.F.P.A. 96. (3) DUCT SEALING: AU. DUCT JOINTS AND SEAMS EXPOSED ON ROOF SHALL BE SEALED TO INSURE WEATHERBGHTNESS MM1TH GLENKOTE SEAL/FLEX DUCT SEALANT APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. NO SUBSTITUTIONS ALLOWED. MANUFACTURER: GLENKOE MANUFACTURING CO.. 1001 GLENDALE BLVD. LOS ANGELES. CALIFORNIA 90026. (4) PAINTING: AU. DUCTWORK VISIBLE THROUGH OPENINGS SHALL BE PAINTED FLAT BLACK. (5) FLEXIBLE DUCT: (A) MATERIAL: PER - INSULATED FLEXIBLE FIBERGLASS AIR DUCT. ENCASED IN A VAPOR BARRIER JACKET. K FACTOR OF 0.24 AT 75 DEG. F. MEET REOUIREMENTS OF N.F.P.A. 90A FOR AIR DUCTS. SPIN -IN TYPE WITH MANUAL VOLUME DAMPER. (B) (B) (C) INSTALLATION: INSTALL IN FULLY EXTENDED POSITION USING ONLY MINIMUM LENGTH REQUIRED TO MAKE DIE CONNECTIONS WITH 1/2' WIDE POSITIVE LOCKING STEEL STRAPS OR APPROVED EQUAL SUPPORT DUCT AT 3 MAX. OR AS PER LOCAL CODES. MANUAL VOLUME DAMPERS: (A) DAMPERS WITH LOCKING AND INDICATING QUADRANTS TO BE INSTALLED IN EACH BRANCH OF ALL DUCTS AS INDICATED ON THE DRAWINGS IN ADOIT1ON TO ANY VOLUME CONTROL AT OUTLETS AFTER FINAL ADJUSTMENT OF SYSTEMM, LOCK QUADRANTS AND MARK CLEARLY SHOWING DAMPER POSITION. OPEN AND SHU POSITIONS. DAMPERS IN ROUND DUCTS SHALL BE OF THE SINGLE BLADE TYPE. DAMPERS IN RECTANGULAR DUCTS: - DUCTS 11" IN HEIGHT OR LESS SHALL BE OF THE SINGLE BLADE TYPE. - DUCTS 12' IN HEIGHT OR HIGHER SHALL BE OF THE OPPOSED BLADE TYPE. FIRE OR SMOKE/FIRE DAMPERS: WIRE INDICATED ON THE DRAWINGS. SHALL BE FURNISHED AND INSTALLED BY AIREMASTERS DUCT UNING ALL SUPPLY AIR AND RETURN AIR DUCTWORK AND PLENUMS EXPOSED ON ROOF AND EXTENDED BELOW ROOF LINE TO BE LINED WITH 1' FIBERGLASS 1 1/2' POUND DENSITY DUCT -UNED FACED WITH BLACK FIRE- RESISTANT COATING MEETING REQUIREMENTS OF N.F.P.A 90A AND INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. DUCT DIMENSIONS SHOWN ON THE DRAWINGS BY (L) ARE FULL SHEET METAL SIZE WITH ALLOWANCE FOR DUCT -LINER THICKNESS. (2) DUCT INSULATION: AU. SUPPLY AIR AND RETURN AIR DUCTWORK INSTALLED IN CONCEALED SPACES SHALL BE WRAPPED WITH 1' THICK ULTRAUGHT R 1/2 POUND DENSITY WITH FOIL FACE VAPOR BARRIER. (3) MINIMUM STANDARD OF INSTALLATION: END JOINTS ARE CLOSED WITH 2 OVERLAPPING VAPOR BARRIER FLAP AND 2' JOINT FLAP IS FORMED OVER LONGITUDINAL JOINT. OVERLAPPING FLAPS ARE STAPLED AND SEALED WITH PRESSURE SENSITIVE TAPE OR PLAIN TAPE APPLIED WAIN MASTIC. C. AUTOMATIC TEMPERATURE CONTROLS AS INDICATED ON DRAWINGS. D BALANCING AIRMASTERS SHALL BALANCE. ADJUST AND TEST ALL AIR MOVING EQUIPMENT. AIR DISTRIBUTION. HEATING SYSTEMS, EXHAUST AND MAKE -UP AIR SYSTEMS AS SPECIFIED AND AS INDICATED ON DRAWINGS. (2) BALANCING AND TESTING SHALL NOT BEGIN UNTIL AU. SYSTEMS ARE COMPLETED AND IN FULL WORKING ORDER. CHANGES IN FlLTERS. DRIVES AND DAMPERS OR THE ADDITION OF DAMPERS. CONTROL DEVICES OR GAUGES REQUIRED TO CORRECT BALANCE AS REQUIRED SHALL BE MADE AT NO ADDITIONAL COST TO OWNER. (4) ALL EQUIPMENT AND SYSTEMS SHALL BE RUN THROUGH THEIR CYCLE 70 CHECK FOR CORRECT WIRING AND SEQUENCING_ ALL INSTRUMENTS, FORMS AND PROCEDURES SHALL MEET THE REQUIREMENTS SET FORTH BY THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (N.E.B.B.). (6) COPIES OF BALANCE REPORT SHALL BE AVAILABLE TO THE CHEESECAKE FACTORY & CITY OF ALBANY THE ENTIRE AIR CONDITONING AND VENTILATION SYSTEM TO BE FREE OF DEFECTIVE WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF START-UP. (2) EQUIPMENT FUND AND INSTALLED BY AREMASTERS WALL CARRY A MANUFACTURERS REPLACEMENT PART WARRANTY FOR A PERIOD OF ONE YEAR FROM THE DATE OF START -UP_ (3) ALL AIR CONDITIONING COMPRESSORS FURNISHED APO INSTALLED WILL CARRY AN ADDITIONAL FOUR YEAR MANUFACTURERS REPLACEMENT WARRANTY (PARTS ONLY) AT EXPIRATION Cr ORIGINAL ONE -YEAR WARRANTY. (4) THE EOII'PMENT WARRANTIES ARE BASED UPON PROPER AND N ORMAL MAINTENANCE OF THE EQUIPMENT DURING THE WARRANTY PERIOD BY A OUALIFTEO, LICENSED AIR CONDITIONING COMPANY. REGULARLY ENGAGED IN TIC SERVICE AND MAINTENANCE Of AIR CONDITIONING EQUIPMENT. F. IN THE OPINION OF NREMASTERS COMPANY OR AN siDEPENOENT. QUALIFIED AIR CONOITIOI IG CONTRACTOR OR ENGINEER SELECTED BY THE OWNER. THE An CONDITIONING EQUIPMENT UNDER TITS WARRANTY HAS BEEN A SSSED. NEGLECTED DAMAGED. MOWED OR FUNCTION AND APPLICATION IOSAPPLEO. THE WARRANTY MAY BE CANCELLED MI1)101ST RECOURSE TO AIROSASTERS I To Extotat Provided - Rtdn Hood. 13,900 Told Ex+.asst Provided - Prep Hood. ..... _..3,.500 Tod Exha.. Prcl.ided Maio & Prep Hoofs. -_. -17400 • AC1210 SERVES FOYER/VESTIBULE/ BAKERY BAR LOUNGE & DINING ROTUNDA DINING 2 & SERVER PICKUP CREASE EXHAUST HOOD EXHAUST/ MAKEUP AR CALCULATIONS SPRING AR MODEL FN-B UL LISTED CANOPY HOOD - SEE SHEET K8.1 FOR DETALS DINING 3 Sc PUBLIC RESTROOMS COOKUNE PREP. KITCHEN/ OFFICES • FAN LOCATION ROOF ROOF ROOF ROOF ROOF DESIGN TEMPERATURES OUTDOOR COOLING - 85' FDB /66 FWB HEATING - ( +) 23' FDB INDOOR COOLING - 74' FDB /507. RH ± 10x HEATING - 70' MINIMUM AAON AAON AAON AAON AAON AAON AAON SPARE PARTS - STORED INSIDE ROOF TOWER CENTRAL FANS - 1 Of 1 HP & MATCHING BELTS FOR EF -1 1 OF 1 1/2 HP & MATCHING BELTS FOR EF -2. El-3. EF -4. OR EF -5 WEATHERITE - MUA -1 1 OF 5 HP & MATCHING BELTS MODEL NO RM16 - 3 CABINET RM18 -3 ▪ CABINET RM13 -3 'B" CABINET RM25 -3 ▪ CABINET RM10 -3 CABINET RM25 -3 "C" CABINET RM20 -3 'C' CABINET PACKAGED AIR CONDITIONING UNIT SCHEDULE • EEI CAP 12.2 11.7 10.8 10.4 11.0 10.4 11.5 COOLIO 3 CAR •91F 170.000 BTU 200,000 BTU 120.000 BTU 280.000 BTU 100.000 BTU 270.000 BTU 220.000 BTU PUBLIC & EMPLOYEE RESTROOMS & JAN. CLOSETS GREASE EDI. HOODS AC1216 FAN LOCATION t[dce1.-p & Supplyy Ai Provided to Vail Hood 13.600 O:1side Ai from Restai ont A/C System _ Totd Provided. 13.900 Vckeap & Supply A's Pre,/ded to Prep Hood . 3.200 Outside Aar from Resta:rost A/C System 300 Total Provided 3.500 Toter Wdreup & Outside A:r Pro'ided. 17,400 OAS FEATNO 87UH 390.000 HEAT 6 390.000 HEAT 6 270.000 HEAT 4 390.000 HEAT 6 180.000 HEAT 3 480.000 HEAT 7 390.000 HEAT 6 DAYTON WEATHERITE i ii CFM•8P. 5.400 0 1.O" 6.000 0 1.0" 3.000 0 1.0" 7.500 0 1.0" 3.000 0 1.0' 6.000 0 1.0' 7.000 0 1.0" 2YU86 YODEL Na TOT215HB MAP. FAN HP 3 EXTERIOR DINING AREAS IMAM VBTIEATION AR CFM 1400 2000 1000 2900 900 3200 2800 OEM • STATIC 9.800 CFM • 1.0' SP. FAN BM DROP -IN ELECiflCAI. DATA VOLTS 480 480 480 480 480 480 480 HP 1.5 KW PHASE 30 30 * VERIFY EXACT 9ZE BASED UPON FIELD CONDITIONS MOTOR VOL18 FLA 31 39 28 24 40 MCA 34 42 31 54 26 54 44 MOCP 45 35 70 35 70 OPER 2800 LBS 2900 LBS 1.300 LBS 3100 LBS 1200 LBS 3100 LBS 3000 LBS FLIERS 6- 20X25X2 6- 20X25X2 6- 16X20X2 6- 20X25X2 6- 16X20X2 6- 20X25X2 6- 20X25X2 AC1208 EXHAUST FAN SCHEDULE MARK SERVES LEFT MAIN HOOD CENTER LEFT MAIN HOOD CENTER RIGHT MAIN HOOD RIGHT MAIN HOOD PREP HOODS DISHWASHING FAN LOCATION ROOF ROOF ROOF ROOF ROOF ROOF ROOF CENTRAL CENTRAL CENTRAL CENTRAL CENTRAL GREENHECK MODS,. NO RE222 RE224 RE222 RE222 RE222 CUBE 180 -7 CFM • STATIC 2.500 CFM 0 1.0' S.P. 4.200 CFM 0 S.P. 3.600 CFM 0 1.0" S.P. 3.600 CFM 0 S.P. 3.500 CFM S.P. 3.000 CFM 0.5' S.P. GREENHECK CUBE 160 -4 1 CFM 0 0.25" S.P. FAN IPM 800 843 938 938 938 1010 850 MOTOR FP 1 1 1/2 1 1/2 1 1/2 1 1/2 3/4 1/4 VOLT8 480 480 480 480 480 120 120 30 30 30 30 30 10 10 OPE R. 600 LBS 600 LBS 600 LBS 600 LBS 600 LBS 125 LBS 120 LBS REMARKS ACCESSORIES: 12" HIGH ROOF CURB PER DETAIL. DISCHARGE SCOOP. & DOUBLE BELT DRIVE. UL USTED 762 FAN NO FACTORY DISCONNECT REQUIRED ACCESSORIES: 12" HIGH CURB ROOF CURB PER DETAIL. DISCHARGE SCOOP, DOUBLE BELT DRIVE k 15 GAL. FACTORY CATCH BASIN. UL USTED 762 FAh NO FACTORY DISCONNECT REQUIRED ACCESSORIES: 12 HIGH CURB ROOF CURB PER DETAIL, DISCHARGE SCOOP. Sc DOUBLE BELT DRIVE. UL USTED 762 FAN NO FACTORY DISCONNECT REQUIRED ACCESSORIES: 12 CURB ROOF CURB PER DETAIL. DISCHARGE SCOOP. & DOUBLE BELT DRIVE. UL USTED 762 FAN NO FACTORY DISCONNECT REQUIRED ACCESSORIES: ACCESSORIES: 12 ROOF CURB PER DETAIL. DISCHARGE SCOOP. & DOUBLE BELT DRIVE. UL LISTED 762 FAN NO FACTORY DISCONNECT REQUIRED 12' HIGH ROOF CURB PER DETAIL. NON - GREASE EXHAUST APPLICATION BACKDRAFT DAMPER & BIROSCREEN ACCESSORIES: 12 HIGH ROOF CURB PER DETAIL. BACKDRAFT DAMPER & BIRDSCREEN DIRECT FIRED MAKE UP AIR UNIT PHASE VOLTA 120V 10 IEATNO OAS INPUT 900.000 BTU" ELECTRIC SILL HEATER SCHEDULE STAGES 1 10 1.300 LBS 1)014 I q RENAME ,Ec 4VEU HER • .1 nF P e I IAA' AAON STANDARD UNITS W/ ETL USA LISTING 1 2 STAGE GAS HEATING & COOLING 2. FACTORY WIRED NON FUSED POWER (DISCONNECT) SWITCH 3. FACTORY WIRED 120V -10 CONVENIENCE OUTLET - OPTION B 4. FACTORY INSTALLED ECONOMIZER & FULL RELIEF HOOD - OPTION A FULL MODULATING ACTUATOR/ENTHALPY LIMIT - OPTION D 5. CONDENSER COIL GUARD - OPTION C 6. MINIMUM 12" HIGH ADJUSTABLE CURB FOR VERTICAL APPLICATION 7. SYSTEM SENSOR DUCT MOUNTED SMOKE DETECTOR DHIOOACDCLP LOCATED IN THE UNIT RETURN AIR PLENUM - FURNISH WITH RTS 451 ANNUNCIATORS FOR OUTDOOR APPLICATION. VERTICAL SUPPLY AIR DISCHARGE, 16' HIGH ADJUSTABLE ROOF CURB MOTORIZED INLET DAMPER. V -BANK FILTER SECTION (FARR 30/30). HORIZONTAL FA INTAKE HOOD. FM & IRI APPROVAL. FACTORY MOUNTED DISCHARGE AIR 8 OUTSDE AIR THERMOSTATS SPARE MOTOR W/ BELTS. PEWEES - REPLACE MFR. GRILLE WITH METAL AIRE 2030 W/ BLACK POWDER COAT PAINT- SEE AIR DISTRIBUTION SCHEDULE - HEATER HOUSING IS 14 -1 /6"X7 - 1/4'X6 -1/2" DEEP - 15 3/4 X 8 3/4 OD 11 I ' i`W ED FOR I I • • NOTE: I'.fSE FURS JI FCC LIFGRIVIO4 i' 3 CIXAC` NATOI &TEES CAD tiTCES fly. WE1ss itRS )P CO OTCNNG T: E Mac PRE -MEC * «K1 G1% COOOCft7R MD P1 ROM Ai.) WC XL Et ?I:. 1..siCR Ito 11A Itivua1M ON *OE Mims I- GA W Tn O k co Z09 Z .2 W E c O - C fn V z Z ) .. p i a (b U (f)� 11 ti. 44 I- U LJ O tr 0. CO J W F-- 0 0 T W U 0 co Z Li.I � _ 0 � J I-- e2S '.1ir- I- 1 1E900 et X 31111 OZ: IN SCAT` AS S►ON LB 111 i F =XE IA SHEET NO: AC -1 1368 >- m Z O In 00 Ll) N CO 4. N O to M O I tO M 4) In C N U J N 0 O I` M O O � U CW N c0 W F- 8 E I' COORDINATION SET • i TO FA? 460V -3a 460V -3o 460V -30 TO RESETAED trot v 12GV -T• 0 EXH. FAN EYSKASi- NG FAY 3/4' CONDUIT FROM AC PANEL 10 ABOVE CEILING FOR FUTURE DATA CAME U.L. CLASSIFIED A.C. LOGIC & CONTROL PANEL FURNISHED ME By AIRUASTERS. INSTALLED BY . SEE FLOOR PLAN FOR LOCATION - 10 -114 V O W. Si. 2 - 1140 Ili[j Ti ALL S*? TCH - 40 - SEE E GNAWYG FC R LOCATION I L ° 1 E011 0■ TO RESETAEO UNIT MOTE SEIFSOR COM REMOTE 27(4 MAX OIIILET BOIL BY LC INSULATED BASE FILL J BOX 1MTH MINERAL WOOL INSULATION AND WRAP FOIL FACED INSULATION ON ALL SIDES OF J BOX BY LC- TO LICHT My BY Paz,EL MANXIcACrulitR a ' CIRCUIT BREAKER BY E.C. O 1 E J AC -I FOYER/VESTIBULE/BAKERY AC -3 ROTUNDA 0 AC -5 MMING 3 & PUBLIC RR. . AC -7 PREP_ KITCHEN/ OFFICES 1 120V -10 120V - NOTE • CIRCUIT BREAKER BY E.C. O E 1 ., ., o , , EF -S EF -7 DI9f*A9 -ER H000 PuBUC RESTROOIIS L`ITERLOCK TO AC -7 & INDICATOR MKT BY PANEL UAN WACTURER 12011 -TG BREAKER w'S.OE PANEL SERWtG Er-7 SMALL BE S'TE.0 TO A U N. Of 20 AMPS I NOTE. TOP OF PANEL 0 4•-8' AIR CONDLTLONNG CONTROL. PANEL (ACP) UL USTED EXH. FAN GIFT HINGE WITH KEY LOCK) ©. AC -2 BAR do LOUNGE N L AC-4 DINING 2/ SERVER PICKUP . AC -6 COOKUNE DISCHARGE AIR TEMPERATURE i CONTACTS FROM ARE ALARM SYSTEM DISC. SW a FAY 0 10-114 O E 10 -114 02 -,14 0 10 -114 P;. 1rC & EIUPLLOYtE RESTROOVS dr JAN_ CLOSETS OUTSIDE AIR SENSOR IN MUA -1 OUTSIDE AIR HOOD SEE SHEET AC - 3 - MUA - CONTROL PANEL BUILDING FIRE ALARM SYSTEM NOTES RELATING TO SUPPLY AIR MOVING EQUIPMENT UPON ACTIVATION Of TINE BUILDING FIRE ALARM SYSIEU: T. A 9GNAL IS SENT TO THE AIR CONDITIONING CONTROL PANEL (ACP) WN NU TO SHUT DO ALL SUPPLY AIR MOWNNG EOUIPIENT. 2. A SC.MIAt IS SENT TO THE GREASE EXHAUST 11000 Ismail AR Leal MUA -1 TO SHUT DOIRN. ,m v 10 MSC MID UNt 460V -3• TO R(SETATO UNIT TO FAP TO FAP TO FPI> • -h -o CIRCUIT BREAKER BY E.C. (TYP) LOCATED IN MAINLNNE COOKING MUA PLENUM SEE SHEET AC - FOR LOCATION OEM DISCONNECT 0 SVYITCH 0 UNIT OEM 115V - 10 CONVENIENCE OWLET ® 460V - REMOTE TEMPERATURE SENSOR SEE FLOOR PLAN FOR 2 - 114 LOCATION (TYP) .10 Oe DUCT SMOKE DETECTOR NOTES SHEET E-9) EACH AAON ROOFTOP AR OOIDW1 OILQ WIT TOTALLED BY AR{BIAASTERS WLL BE FUITIST®IN$FALLED WHH A SYSIEM SENSOR MO013. DHIOOACDCLP DUCT MOUNTED SMOKE DETECTOR N 1FE REIM FLEWS( TIE ELECTRICAL CONTRACTOR WLL BE RESPONSIBLE FOR RRNISIIIKL NSrALLNQ AND WINO A COMPATIBLE. ADDRESSABLE MODULE TO NIERFACE BOW EN THE 1W SMOKE DECTECTOR AND BULDNQ FIRE ALARM SYSTEM. TIE SMOKE DETECTOR RESET AND LED UNIT WLL BE RRT19I WEIR THE SMOKE DETECTOR, PETALLED AND W113) BY ELECTRICAL CONTRACTOR N LOCATION INDICATED ON SHEET E-9. DUCT SMOKE DETECTORS INSTALLED N ACCORDANCE WITH SECTION 6062 2, 20001 FLORIDA BULDNO CODE, MECHANICAL YOUAE REMOTE WALL MOUNTED SENSOR 0 +90' AFF SEE FIR PLAN FOR LOCATION (TYP.) U.N.O. n Ova • • • • • . p • 0 s • 0 • • i TWAA-0 OPT 1.® • • • i ELECTRIC SILL HEATER (ESID WIRING DIAGRAM 0 ORCUT BREAKER 0 0 COMBWATION STARTER/OISCANNECT OE 0 DlscoNNECT 0 0 STARTER FURNISHED 1N1H UtaTOM 4e0T- 341-6O1Z KOJI ETV -PASS amts. CD�� Nat© 4 33 say TTi . 2. 03 r os,.. Ds A1• 9. �. vs r .: r 400v -3r •-DISC. SR 0 UNIT (TYP.) FACTOR Y ELECTRIC HEATER CONTROL PANEL DUCT HEATER IKON EXH. FAN 0 ANSUL SYSTEM 1RCRO suictese 0 GREASE EXHAUST 11000 FANS KEY OPERATED OFF -ON SNATCH 0 AOORESSARL( FIRE ALARM MOOIRE 0 18 CA. GENERAL NOTES NOTES, 1. ALL Nan( AND ECU/VENT SHALL COUPLY 1r1H THE LATEST APPLICABLE COOS. 2. AU. FIELD CONDITIONS AND JOBSITE OIIENSONS ARE TO BE VERIFIED PRIOR TO COINIENCEMENT OF ANY WORK_ 3. ALL WORK SHALL BE COORDINATED MITH OTHER TRADES. 4_ THE LOCATION OF AU. ROOF PENETRATIONS SHALL BE COORDINATED TII1H THE AROITECTURAL AND STRUCTURAL ORAWIKGS. 5_ THE LOCATION OF ALL CEILING AR DISTRIBUTION DEVICES SHALL BE COORDINATED WJTH THE ARCHITECTS REFLECTED CEILING PLAN AND LOTTING PLAN. GENERAL CONTRACTOR. I. PROVIDE ALL LEVEL EOUPMENT CURBS. RIRONERS AND PLATFORMS TO INCLUDE SHEET METAL CAPS OR LEVELNNG Of FACTORY CURBS. 2_ PROVIDE ALL REOWRE° ROOFING. PATCHING CUTTING. WADING RATED SHAFTS. ACCESS DOORS. FURRING. FT.A9ING AND PANTING. 3. 92E AND LOCATION OF AU. MAC RELATED ROOF. HALL AND CEILING PEt.'ETRATIONS 10 BE COORDINATED MI1H AMMASTERS PLUMBING CONTRACTOR. 1_ PROWDE ALL REWIRED DRAINS, GAS. WATER & CONDENSATE PL°DtG CO/METE TAM APPLICABLE TRAPS AND VALVE'S ELECTRICAL CONTRACTOR' T. STIIBOLS 2. ELECT. TO FT;10o91 NO INSTALL ALL COMM FOR LAE AND 24V TARING 3. SENSOR WAAL BONES TO BE MOUNTED 0 + 80 ABOVE Fa•91 FLOOR MOVE Foo9•E• FLOOR (VERTICAL 130x).ux0. 4_ FURNISH AM) MSTALL ALL SNITCHES. IMAGETiC STARTERS. CONTACTORS. RELAYS. CIRCUIT BREAKERS. CISOOktCT SNITCHES. TUNE GOOKS AND 6 . Lai£ VOLTAGE TEARING (ar E.C) - LOW VOLTAGE vritTNG (BY E.C) 0 ITEMS FURINSHED AND INSTALLED BY CC. ITEMS FORM 9fO BY ARmASrtRS AND INSTALLED EIY EC. ITEMS FIJRN9CD AK) MULLED BY AR MASTERS. ITEMS FURINS ED AND INSTALLED BY LANDLORD TIE MAL CONNEEC11ONS TO EQUIPMENT TO E Rf1f>BLE cOIEIIT (S£ALDTE OR EOOAL) DE 10FNNG DIAGRAMS ARE SOEAIATICC INTENDED TO SHOW SEQUENCE AM) MEIHOO OF OPERATION. ALL (UC1R,CAL WORK TO CDIELY II1H ALL LOCAL A/4) STATE CDOES 7_ ALL LOW VOLTAGE 116424 TO BE 114 WR( BY C.C. •0 • • 1 STAGE/24V. HEATING STAT W/ CORER SEE SHEET AC FOR LOCATORS OH -1 THERMOSTAT IS T87/BRUSHED ALUMINUM GUARD DH -2 THERMOSTAT IS T87/BRUSHED ALUMINUM GUARD 011-3 THERMOSTAT IS T87/BRUSHED ALUMINUM GUARD 3KW 30KW 3KW -.. On 480V -30 KOMI EXH. FAN 93 r 1t 0 0 0 0 0 0 0 0 0 0 9 Ole es. as•s 4EOY -3• KOMI EXH. FAN La v PC MOM COMAE UNIT ROOF STRUCRFE ars2172C Nog auto 440CTUP RR steam s/ alum owixpt RALI SE SOS FA, s/ • 0 AO4FOt ►1D SPLASH R$ 6 11010•L1 w Rarinl r-ar 1 r- 0 0 .6'101.1,0 0111•60e/CIO O0 is RILES Arrxic softy AR com ECAOR 01x'EQD 01 CL ?WIN 171 alt OK•0•0•c SWAY OUR R WED POOD taps ALt1'om CAiCEi 1 - 31A AO • Tr - NR CC f-a• Fott 140. 100 Ci PIOCO. -0' MXI TY COtac 4eOV -3. EOM EXH. FAN GREASE EXHAUST HOOD FIRE PROTECTION SYSTEM (ANSUL) NOTES RELATING TO GREASE EXHAUST FANS AND MAKEUP AIR UNIT UPON ACTIVATION OF THE GREASE EXHAUST H000 not PROTECTION SYSI(M (ANSUL). THE GREASE EHAUST FANS AND MAKEUP AR LINT ARE AFFECTED N THE FOLLOTANG MANNER I. MUA -I, MAKEUP AR UMT SERTANG THE HOODS. TS Salt OOIW. Ef -1 THRU EF-S TAIL CONTI TO OPERATE. 2. A 9GNAL IS SENT TO THE BuLOIG FIRE AIARTA PANEL, N TURN 9GNAL SENT TO AR CONDITIONING CONTROL PANEL. SHUI11 NG DOTIN ALL SUPPLY AR MOW G ECI PMDUT. 3. IF THE GREASE EXHAUST FANS. EF -I THRU EF -5. AND MAKEUP NR UNIT WA - ARE OFF AT THE SYSTEM OFF -ON STITCH. THE FIVE GREASE EXHAUST FANS TILL BEGIN OPERATION. WA -1 MILL NOT START. pol4)61 Apo. M/ TCP OF PAVAPET WAlt OR EWPRENI SCREEN 060URCf 11012400• SEE OCTAL SEES AC -3 RANurACWREA6 osDUROE SCOOP- 0 0 0 0 1R alt RAE TAW 1K10• CIXI•c ITOK FAQ Q scrwr 6 f-O. 1-OIP TRUE FAQ OF mom NAT• e Jr vut,cAL WARM - CF COO/c sumac/ To •0.o LP or mom) WCs P.AIQ lt0 10W•1f r: M7 CF OM RIO C•6111 •u0 s •+01 Atria Quo * SA 3E$ EA! DOLT •t• RIPS (son 9. •C art . 110•00 ariil% 9 E ROOD 1000110 RCO 011 omens) - SIX SI uCMU It _•CS 00006 A•Rsms.ER Y IMAAHKS ( ALL DUCT aavaccAT DOORS St'&i. tE A Iwe•IIM Of 8 LAMS CcrIERmsE HOED TEND sHA Am* A Slut - ACCESS PARIEL -0O NOT OBS1R Cr 480V -34 KOMI 4-� - ORCUIT BREAKER + -OI ASR �-m L- - \"°' 410E -3. MAKE -UP AIR 0 BUILT -IN THERMOSTAT EUH - THRU EUH -3 ARE 5.0 KW EUH -4 IS 10 KW FAN 6ITNQD 10 ACCESS DUCT C01ti"ECDOM TYPICAL SECTION THRU IL LISTED GREASE Eli Mew HOOD AND FAN PREP Poo) SNTILAR i REVIEWED FOR CODE CC a.,r I-- ,, � - ' - -- - i - - BUIWING DIVISION O T tA11e resew-J•+ CREASE OMNI DUCT •RAP Fa1E •RO>ECION - SEI SEEET AC Foe RC T S O RA. 141e201TaC oK[VE Sit OXT 901.4. 0. P •Lt /1.10111U• 1HA11O TROD • 13H0 Mr 10 2500 Ip O DUCT 0JE0n00 DOOR SEE (T) ea - SZE a 1001106 war O oRT TN 010413T DUCT c siTAa COMEC901 10 ri000 - •r art 11 CA NAT 010RE. SEARED 10 aD.L RAL 1.06 MOD rot L000 4t 1 0eT moo ovorc •i. ow RR OR ME 64 FTttett •r TAR .aAE; OMAN ISO OF art Ni' unman O.ERr.AC F1HIP •601 EDGE CF POOP TO CWSOE 610 CF OOMAC S IVA'Q PAL A00.• UaL a0w 00•ERIS8IE - A CC AR1 11/9416 •r art nor •OTa}P Or riCoA TO Root cm All m S N TS' TTA00001G IPP.JRQS. 0INNANT) CC 10 OWE LIMO not • ROOF P 0IT• DUCT Fat OTAANCTOI T191AAr01 (nO. Ati moo spoon •r Tait swei• n1e OUR My 044-1 It MI •aH• - P. a ms re am NOTE: IFS( RAS ARE FOR NEON ! j I R413 COCRI ITOI SEMEN FEIPa WES OAT ARSISTRS AR OUmaGLc (16 i' -SELEc ED fit CCIOXNAG CCATPACKR MO Eu R.INSH PAD NSW. XL MAIM, IMO/ 193 AS /CICAD cN 1lfSE COMB. m Za E 00 L E j � V) 3 Z I- 0 0 I- z Q u W u- N 'D W >n Z N XSOPEO Bit IAN St Ill SGT: 16 SOR >Kt S EE T NO. AC -2 d f 1368 • • • • • I T • L K' I i I 1 IA /1 I - V 1 1! \1 L 1 / J _ e r++++++++++++1 CENTRAL RE 22 24' MODEL A e ARM. Cll CENTRAL RE 22 24' 16' lill CENTRAL RE 24 24' 14.5' • ■ • v 70 A.F.R. 50'X2111) RA & SA UNIT CONNECTIONS TRANSITION TO 50'X30(L) SA & RA DTR ICE MACHINE CONDENSERS - BY TMR- VERIFY EXACT SIZE W/ TMR 0 DUCT ELBOW FACING DN. 12' COMBUSTION AIR WITH PC - 72' A.F.R /4200# VERIFY EXACT REOUIRzUEENTS & STORAGE TANK LEVEL PLATFORM BY GC oCu snC HOT WATER HEATER 18X18' 16 GA WELDED DUCT DOWN THRU ROOF 3500 CFM 0 1650 FPM 0 G O OUTUNE OF HOOD BELOW 0 0 v J FLUE EXTENSION & CAP W/ GUY WIRES BY AIREMASTERS. FINISH BOTTOM OF FLUE CAP W/ TOP OF PARAPET WALL OUTLINE OF HOOD BELOW 18 (AL) DTR v 36' A.F.R. 60 OVERSIZED CATCH BASIN UNDER SCOOP 20'X20 16 GA WELDED DUCT DOWN THRU ROOF 4200 CFM A 1516 FPM DISCHARGE EXTENSIONS TO PARAPET HEIGHT (TYP.5) 0 v 0 0 60' A.F.R. 60� A.F.R v 0 60 A.F.R. 0 TRANSITION FROM FAN DUCT CONNECTION TO 20'X10' 16 GA WELDED DUCT DOWN THRU ROOF 2500 CFM ® 1785 FPM 0 0 0 0 0 v © o v 36' A.F.R. 60' A.F.R. 0 18 (L) DTR 1600 CFM 60 A.F.R. ..• - 0 CONTROL PANEL 18'X18' 16 GA WELDED DUCT DOWN THRU ROOF 3600 CFM 0 1640 FPM OUTLINE OF HOOD BELOW 18'X18' 16 GA WELDED DUCT DOWN THRU ROOF 3600 CFM 0 1640 FPM 50'X2111) SA DTR 50'X211L) RA & 0 48'X20 EXTERNALLY INSULATED MAKEUP AIR DUCT WITH RUSKIN DM 36 IN SOUND TRAP VERTICAL RISER 0 <I 0 TYP.4) m NY 56' A.F.R. I 0, I 50 SA & RA DTR CONNECTIONS TRANSITION TO 50X21 (L) RA & SA UNIT HOW ALL OUTSIDE AR WAKES SHALL BE 10x-0► FROM EXHAUST TERIANA ?10{ ALES OR PL1>I111I1t4G VMS. ALL EXHAUST 1WUIONS SHALL BE A MUM OF 10x-0* FROM PARAPET WALL O 0 0 0 0 0 O 38 RA & 38 X21(L) SA DTR 0 T'k4' •000 RLL 1R ROOF PLAN 70 A.F.R. c 50X21(1) SA DTR 507(21(1) RA & m 0 0 I \;/I I IVI �I IAI ILAI ,I 70 A.F.R. CO 1 3/4' 8 0 70 A.F.R. 0 38 SA DTR 38x14 (L) RA & °whyCNs TTY FAR o PEA � AT AGED FIELD SUPPLE ROOF CURB EF-1 TERN EF 7 0 a� k � 0 ►oj I XI I CI L y I M AIEL 0 56' AFR 50 RA & . 50'X211L) SA DTR i% 1)014ig v IN TOWER ATTIC SPACE 0 0 0 0 0 0 0 0 0 V 1' HER — DISCHARGE EXTENSION / 1091S 6' O.C. —FAN DISCHARGE EXHAUST FAN PER SCHEDULE VENTILATED BASE 16 GAGE HEWED DUCT VIM - 3M 15A DUCT TRAP -� 24' HIGH CURB - 1 .1 AOCATES APPI. Rug % NT 02501 L&GE. INCPCATT;S G ASE EXHAUST CLEAR -OJr ACCESS. SCALE 1/4' =T'-O T,C'ATES tat VOLTAGE 0070UT M4 RAMC STNS -uP LOCATION OOMECUON. TO EOWPMENT BY ELECTRaCAL CONTRACTOR AAON LINTS 00mECT Tu90E Roof cum OUTSIDE HEM THIS SIDE O IO ATES 3//4 TRAPPED A.tO VENTED ODTDEPISATE ORA N PSI 'OR DISOHARCE TO AN APPROVED RECEPTOR SY 1HE ROOM CONTRACTORL M BOICATES 3/4' W1q.WRY ORAa'N PPE leDI ORSCHARCE TO IMRE LOCATION BY BE PLuNBRG CONTRACTOR K •.IXATEES APPROVED TYRE SNCAR CETECTOt. LOCATED 1>P $I7TEAA1 Cr LINT OSA VITAIE- raCATES 1/r OOTESSC OTY wet StppLT S?IUg - teeirto. ARHO COLHIECTOL TO EOA NCRT WIRE$ TER: 94lT -OIT ram A IITlvuu 72' AFR v ROW CENTRAL RE SERIES EXHAUST FAN DISCHARGE EXTENSIONS ROOF LEGEND mO ATES tOTR VOLTAGE MOAT AND 1t7tANG S1U•4P LOCATION COtNECRON TO EOOIPYENT BY ELECTRICAL CONTRACTOR ANON LINT'S CONNECT w110E ROOF CURS *MATES GAS P'DY11G SRM -uP LOCATION AND CONNECTION TO EOUPTIENT BY 1I# PumeRG CONTRACTOR Cp/PLE1E !tile OL4T LEG AND 9UT -OFF YAM VOCAwES FACTORY CURB, FtRbaS ED ADO SET n PLACE BY TIE iECHeANTCAL OOtmCTOR SECURED TO ROOF BY THE GENERAL CONTRACTOR. F ROCATES FIELD FABRCATE0 LEVEL ROOD ROOF WRIT FROM Kgt1744AL T X WIRIER 9Y TIE GENERAL COKT?.ACTOR. CGACIE1E Rama GATT S RP. O C CAtES FACTORY EOOIVOra2ER OSA INTJIIE OR wow OSA READIER HOOD TAN PAO:DRAFT CANNER HAMM. VOLLIRE DAYPER ELRosowor. AS APPUCAsm ▪ wOCATES COANECerON 6 3/4' CCAOEASATC Cilia i BY PUA CONTRACTOR RQJ$D TO As AA* OWE) RECEPTOR 170 TRAP at W741 RZEOUREO. aOCATES GREASt 0}100 ST DUCiTRCfbC TO FAN OOVIVECTt71 TRM'+PED alit 311 TSA CI.CT TRAP nW PROECROT roCAES IL L PLAROZLI am. siro INETAL CAP 8Y Ta'E GEIIERAG WNTSACTOR 41CICAES ACi.1 ROI S..04 041 8000 PPE SASE PER wor.A S £PRpGVEO puNbcariE IESRAJ♦T :40CA ;S C4AGT v0A7E0 SHOE OE ECTOR T4 S l: LY ! RE.4Xts Nit RANT), RSOE W:. scam: LE RemAG•N NYT ACCESS DOOR - uaEt 0. .OTT ACCESS DOOR SHILL. 7tOCATE SACK( OE :CTOt mom ass ACCESS PANEL'. 24' MR MIMMUtI v I Axe NOTE: COST_ ROOFING n 5- largo REID SUPPLIED EXTENSOR PAC. TO FAN DISCHARGE SCOOP 3 -SONS 71 1/2' -12' PITON ROOF STRUCTURE ECONOMIZER HOOD FACTORY INSTALLED SMOKE DETECTOR ACCESS — UNE & LOW VOLTAGE WRING RELIEF HOOD CONNECTIONS ARE INSIDE ROOF CURB I r — 7,21 •-I .> I — UNED SUPPLY & RETURN DUCTWORK INTO ATTIC CANTILEVERED CONDENSER SECTION 12' HIGH FACTORY CURB SEE SCHEDULE FOR HEIGHT CANT (BY G.C.) ROOF INSULATION/ROOFING (BY G.C.) ROOF DECK FRONT ELEVATION - TYPICAL AAON 'C' CABINET ROOFTOP UNIT 'A' & 'B' SIMILAR CABINETS NO SCALE EXTERNAL CONTROL PANEL ACESS DOOR T6' HIGH ADJUSTABLE ROOF CURB (AIREMASTERS) CANT & ROOFING (BY OTHERS) 20X48' EXTERNALLY INSULATED MAKEUP AIR DUCT THRU ROOF DAMPER SECTION FILTER SECTION FAN FURNANCE SECTION SOUND TRAP OUTSIDE MR HOOD W/ BIRD SCREEN SUPPORT -4 PLACES (AIREMASTERS) (RICO PIPE SUPPORTS (TYP. 4 PLACES) L . ROOF STRUCTURE 5 -0 t MR ELEVATION OF MUA -1 I No SCALE I (1) O {SE Pi.+.I6 TIFF FOIL IfOat :'Qli R40 o c wo 9EMD KIM TES CAM kRaikVERS AR asoroac 6 ?f MEW Pgf -SUMO AR cam at coovcroz Re IOC! FLJZV94 1444 ?CAL R[ Blume. t iscualts AS swim fsE MRCS. Jr ASSN U- i'a[.I FEET Nu: Q 0 I.L. 0 O cc AC -3 1368 n 0 0 p- m N z 0 H z 0 Dc 0 0 Zco O o F. 0) U < co 3 Z O U F- Z D u) co Wm cc V 3a; W to TS • • • • W Q 0 z 0 In CL' o03 CO 0) 1 NT < V m N v i . • I') In N La- O 03 4 rn O O) U) U N 0 O to to LJ I- 4' ».. .67 sleet 11 031+1 .914 spa L 01-4 a108 ifia • ••• .a ■aa s 41-13 •••• .L v .tlC-L aura ales s AI►-• a1c-r altr• S ZAP spt Z I ( IIII11otY11 10.01 o1.ed0H011011 01111113 a1061810 A. se071 • N Z °m � C � Q oe t31 D C Z n 0 '- m C DO 2 - co z m In 0 Z 0 -1 --1 m 0 0 '1 89C1 4 -0V ✓ i ]3HS ►lRY1G - 99 15 tnOS 915 1 r ig f S 77 91 1015 N 0) (7 Co 0 o I rn � W 0 ) o N co . • rt U 1 �, w 00 0 4) 0 t CD -% Z 01 c0 g c W N 3 - I ca 1/°-O • < Z� c 0 06 Z O) O CO O SNOW 363 ! V (Mei Si SWIM OW 21081151 "ix3n.aiD3 TLF lti?S�i (PH 10113 lit ON ¥i31Z9A4 a11n.1 OD !3n3US -334 SOW 34 9 ■_0103 2111 Se2A111136Y "ATO 53010 (13_'1f13S 111311133 tetai' f:O1Y Mdse2033't 'Wd3 :31ON versa) 31 ero4s sni011 oa 96411,1 91!105 X000 SS r 911D 1330i76:1 33 Tti u 0 SSW 32rati 3 Un [la � s3k 9 is 91191014 a911v1019 aY 1111139 s 3910331 GP &'V 10691119, tea (arm 39 This W&33M tar +8639 N S301 woo iY5•300011"10003s 0151, woad Has h 115 mo 7rir taslt3l116 361 Wi 1193630 3•4 V 1) 33 105 tO/v19911 (r 9 tOi2rsao b 3 9011119 MI "GM Wait (z elan camas% so• bets mom b3z• a O zz-ca 331 - 0 3911 1-0sasnens 790 s7YZfpsn 918110 eD S76S1f3g61960 9 33,MIS 110 1531 34 Kw 33/41/0071 y 0 SSI t *la OS lore 3936 1011 10 2 3016 Y Oar St ma 3031 1011 931309 01316 -3611 v 31011 MIS Meld 319 was It 1 Way= 100 03 391 75S,7d T1y�tf61 318S01100 0v ![*1100 79,.6 111£313 30601010 li*l 011 aY d103: 01 Sy 03 SPA LOOL X3 OOI 10011 3415 •33138 SINS 0.1 9619 711 135 M+6100valp3 T /!!30115 7164111 $Y 933939 V SY OSA 39 01 9 Nut! (1 V8 tat Z lRtO .0. 031sri a33N3n q O3dvi 71111140 .e/s dVl 301S .9 NIn dYl 301 _4l 1 Nl1l i• 1/3131431 9611011 1M -A17 118 'NM a -Av 1 1198 - 1 N AYl 018 - '09 - d&O - '09 "dA9 '08 dA9 110 VA-9 a -AV_ 4 191 aye - 1 MAV1 aV8 M -AY) 21V8 -1 '0e 1 3+19 7113 IA7 Oe 'dA9 '09 - d49 - 08 1 410 - v - 8 - 08 '40 dOt0006 010006 010006 .I - 5311 unworn sly .1-5311 S83.'IYNYn an .1 711 Sa301NYn 1l:v .1 -•1i S839YNYn an 119 'd10 .1-5711 Sa39YNYn 8rY '08 'd40 0 OZ 37<Y.7913n 3aN.lY13n x97170011 3atv.•1Y13n w 1006 3tlrV.7Y1311 4997006 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SxaVn3a oonoa 130011 3XYn 3111 3Z6 OVI 1naaH s 021S11371V :31V3S 333Val 1S OHM H oral/4n 1r1 031V33N00 HO3 31NV1:1J SOW - S3HONI I viva 1VNOISN31110 1360 AIddASS L -3V 0.41 noN37d L -3V 30 n011O8 130 OA /M s.Z1 13110 AlddfS 1 O.ZI 13n0 AlddnS 1 - 3V .11x.41 13110 AlddnS L -3v _Wilt 13110 Aldd11S L -3V .OZ /.OZ 13110 AlddfS L -3v .00x.OZ 13n0 AIddAS L -3Y .9CX.OZ I 2 Y3i1 13110 2103 13xvd W=v bre -1 366yAC t s3tv3 O b?1Y3F1 1300 803 1.1%vd V\1 SS333Y 018133 1Wi6A110 S311"31(311 ■ 3479 l31391d SAWN 36Y 5/11/1114 dVi 306 'S 313S90d 113134316 90 033 dVI 066011 35 Al YA03 't• 9100330400 dos .5. A8 031'+0F 39 AVA 940133S ONO" r 910svai anoro3 'M se 'X1151015]= 1(3Fa 90610/013 _. ii1Y19 30 Y NYLNYA 01 N3xWl 38 aims 396"3'Z 8361190 WW1 90 _3903 301_ 10738 01 0e00 013H 38 ION 716 71/401110 OS 37815503 SY oet133 01 WVoi SY PJ111sY11 - 1 3.O .0 -.9 03 5331 * 1 116 51360 dOd 110 516 0113111v11 )6116100‘11X1 N3d0 616109! wow MN3ld bVW) • 233S181 (1)01X_41 01NI 301 601108 . (1).0111.1F1 .. - (4 3SV113!' . . - Na (1)_olX_4I - 6MP'O IOLO re-0 I JeIX .' � 3J4' . aJJ ,331 t au (4 - 3111 33V 3 _0 1133 004 0.01 E 93Y .84 nZ -91 1153 (1) OZ1(.Oz INN a (7)4EX_4I ATP/31183A HIV •133214 00S O 0.0E . (1)8[x_96 . . e- (C - 3111) o ix.4l OINI 0.01 dV1 Rawl] OOSOt 444 1/1 I/1 k iLx c .OZ OOSO e �Q► (1)OZx_OZ -/ 0 _I �C E ----, 1 (i)_OZx.,oz Eftgag 01 ii) 13110 30 310 0_0l - A11V3il81311 HIV 1332110 O 00C 1 �✓ I j '® I . 0.01 I Al1V3u213A sty 133810 633 00C C) 3SI11 (7).59x. _ 0 (z . dll) 3681 S nV38 2130116 1360 (i)_,ZIX_OC HOUISNV1il 0 I/1 0.9 Omit 0 111H 30 /01108 1360 sly dn3XVn MINN dP tN9i11 Vbd4Vk 176 - bb giblii00-414.1106 1669 Pitichtibbe KAI Z -311 133HS '1101133S 33S - MN31d von 9N11133 .4Zx_ZZX.94 T .0 -SI O 008 - 613 0086 - I -Von 431 '81n 1360 von .OZX.9 1 i i T .0 -.fl o 13110 30 nolloe O 9 -3v 01 211n 13110 621171321 $ AlddAS (I) .IZX.OS ©f nfN37d JO 601109 310 On /1360 von .91x.91 0 13110 von .BIX_oi nnN3ld 9Mi133 01 Onn /M NM00 1360 von .91X.81 1060 von oCxoo 131510 von . 13110 von .9CX.OZ t> i t{ 1360 Von .09x.99 1360 von .91x.81 1310 /AV dn3MY11 .91x.91 01 Olin /M NOU33NNO3 13n0 AlddAS 3V 0_01 0 0 MA MAO RYA 703 IM I'1 IAA CEI&MVA Si MOO 1W &-3Y 13313 i101L333 333 - 83L+ONJtM BY dB= A37f 81r 9 S1 -Ol 1163 C -3Y Ol tlli! • vs (1).izx_BC W VII (1)_4lx_av nu3O OOC (1)41X.14 r (i).oZX.OZ l--r -/ 0_OE (l }_91X.9 [ ISO 0_09 00£ 3 IN .49 0 • o' X I 0. 1,1 0 0 . 0 0.01. 1/I Arfradtart for 1332110 - i n s (1)_ x_OC 1 01 tun VII V vs (l).tzx_os n330 OOC (1).91x_91 o o 00C _O 0.01 (i) _49x_41 0 0- (i 0.0 1 0 j? j ' _>v (7)ZEX.ZI _[ - 0 . 0.0E 0_0I ♦- (1).09x_0£ (t - du) SSY•J 01 111Y 13380 0.01 0040 0040 • 3'9 A8 SOTS IIIV NI81138 1VI1f113311IO1JY . 31A0313S 803 I -3V 13316 33S - N01111N91S30 000H 0_g (1).ZIx.ZE 0 -0 (rw 0051) SI3H10 AS NOIt33NNO3 IvNll 803 .0 - .9 lv 11V1103 31VMn831 - 00041 01 NOII33NNO3 13110 .41x.11 lZ 000H SOIVM01 3dOlS 1300 _tout (6153 000'£) 9 -33 01 Sin .81X.81 0 141 WBLYM 031V33 RUM a 1Af 10 BARG ONIE 1NSIO 1W 83LON A3X ISMS VIWSVM11SI0 1133 0040 • O� • 0330 004 .01 633 0040 021 01 illmV5\ vS (i) OCX.OS z - 3V 01 sin vs $ vs Minus 6330 009 443 o0C NIfid HOO1d 0.01 OOC 001 4 101 nj 0040 4Q K, s 0 133HS: VW 310N 33S/l3NYd SS333V HLw1 1AONV313 .ZEX.8 13311S snit 310N 33S/ - 1 13NYd SS333V•H1w1 1nONY313 21x.46 (ndl 9151 O 11!0 OOSI) 8 - .6 0 1191103 31VNIn831 -00011 01 NO1133NNO3 0301391 V9 91 _01X.41 (ndl Mt O 633 oosl) - 00011 SOIVMOL 33016 - 030130 v9 91 .o01_4i (ndi 0091 0 630 0o04 .9 -.6 0 1199903 3iYNInW31 - 000H 01 N011331 030130 v9 91 .01x.91 (Ild! 0091 0 1.33 `000Z) - 000H SOSVM01 3d01S- 0301311 V9 91 .0IX.91 (DIM 0191 0 630 ooST) S -33 OS 'sin 030130 v9 9t .81x.91 (ndi 4191 0 613 0081) .9 -.6 0 11V1103 31YNInN31 - 000H 01 NO113314NO3 03013191 Y9 91 .01X.99 ►l (ndl 4191 o 633 0091) 000H SOIVMOI 3d01S-030130 v091 - 91x.O1 Cl 03S11 ION ID (ndi 0991 0 613 0090) P-13 01 '81n 030130 v9 91 .018.91 t l IV 8 i s ' / 0_01 4;d&1) 0.8 . (z is_$ - OOZ r NMI J 0_01 nivO 004 nj 0010 kij 021 0.Z1 11330 001. {(7)_4 (1)_41x.41 [mot 0.01 3 0010 11330 ooC (7)_41X.41 101 LI (i).8tx_sl 633 0o 3 OOC N S N 0 (1 ). 4 1x.41 00Z Mt 84 0 6 -1 :63 21.Y 133210 6330 005 331 .49 11 >' 0040 (ndl 4191 0 6153 0081) _8 -.6 0 2191103 31YNIna31 -00041 01 N003301403 030130 v9 91 .01x_91 (ndi 1191 0 n13 0081) mom SO21VM01 3d01S-030130 v091 .91X_01 0356 ION (Ha 0991 0 613 0090) C -33 01 '816 030130 v9 91 .81x_91 (nd3 0891 O n33 00a) .8 -.6 O 8V1103 3IVNInI31 - 000H 01 NOII33r103 030130 v9 9l _01X.81 (1Ids 0891 O 610 OM) 000H SOlYMO1 33015 v091 _81x_01 03Sn ION (nd3 9951 O 11!3 00Z4) Z -13 01 'run 03013W vo .OZx.OZ (1131 S9LI A 91 613 OOSZ) .9 -.6 0 111103 31VNIn831 00011 01 N0113310103 0301391 V9 91 .0IX_OZ (nd3 can o n!J 00SZ) 1 -37 01 - 2itn 0301391 v9 91 _OIX.OZ .::_t 0 0 0 0 0 0 83LON LIO; I-OY 333113 333 - dVlfM NOIL0310Hd 311 +dummy mow 1U .Zit i 1BLY1 I /M CBMAN SI JOAO 151 M c3 39Y3D 1W- S3LON Aix ISMS 369310 • (stdu 633 906 (st - du I 0 0 a1 p To 0 x 1 0_01 : lizeYi® 91 .® 0"1.1PAI) 0.01 0.01 334► _48 0 L 001 6330 _L1X :Z1 • • 0 6 0 % - ;1 1< -1 (i)_Zlx_zt 33V .94 t -HO 00/ 1 - 33 01 Min (1).81X.91 0 (S1 - dAi) (s 11&i) :s • . • C.- : ..gel rem ooz0 0_8 - 021 (4 'dAl nsoO OOC 11. 3 005 (4'd&t) 0_1r l 33V _84 C - H0c y 0.01 • 13t.'Vd 312113313 310 ONISSYd 13110 010AV S31 =\ \v Y _ � 0 1133 009 0 GI x s N0.0 t 1-3V or. yin vs 4.1.4347 yin/a 0.9 • 1 • COST CODE T.za. EA% REM NO. Wee - GENERAL CONSTRUCTICN 4060 - DIY$ 4 WOOD • PLASTICS 40650 -00 GPRPKIFRG SHAPES 40660 -00 INTERIOR &N G GC. PROVIDED MILLWORK ITEMS 41000.00 41001 -00 41002 -00 41003 -00 41004 -00 4!005.00 41090 -00 5 5103-00 5 4-00 5 0 5 511S1 -OS 1:YMN6 ' C3;.ARS 5'47-010 03-010 5: 05-0C 64M TMLE BAR SAW T &:W B7u Ffa-E T i' ROAD 6150 MAE 90.2 DOA 8.5E TZaLE 2• Q')IAD '5E T/ =_ 34' Q:AJ1D BA% rm. E'O'°rJ-?Ior 'S GARD■63G-$D - DO'S 642 GO_ ESCsLAR Csz DC'S SARA— OL AD.i DOS C- iAR:i`Ys,62 -Da'S L4( G:1ice°12IICaT14nwts Oast dags-4110Nr1s dr i0 '43 11 68.9. 03177,7J07 ;I:2550 Ng, 003.Oevr, IR 7550103se11.p[3 MIRROR VANITY RESTROOM 45 X 40 MIRROR RILL LENGTH RESTROOK MIRROR VANITY WSIROO163 X 40 MIRROR VANITY 1S11 26 X 40 MIRROR VANITY NESIRDO 115 X 40 MIRROR VANITY RESTROOM 39 X 40 BABY CFUINGTG STATION DESCRPTION GC PROVIDED MILLWORK ITEMS 45010 -00 SUB TOP, TELEPHONE SSELF 45020 -01 51.8 TOP, DINING TABLES 45700.00 SETTEE. COCKTAIL LOUNGE 45110 -00 SETTEE. ISLAND (D11644 ROOM Z) 45120 -00 SETTEE. ISLAND (DING ROOM 9) 45700 -00 BOOTHS UM EUO PALS. PLLLMAN 452 -00 BOOTI.t ROM 45300 -00 BAKERY P'O( UP COINIER RASED 45310-00 BAKERY PICK UP COMERS 45370 -00 BAKERY RETAIL Di5PLAT CASES 45330 -00 5GTEETN CRM POS DECORATIVE GLASS (BAKERY) 45340.00 SU5F ED REAR SELF - BAKERY 45350 -00 BA1 ERY SIDE WALL STORAGE 45400 -00 BAR DE AND COMER 45 420 -00 BACK BAR AND SIDE BAR WATERS 45430 -00 UPPER BACK BAR SUPER STRUCTURE (BACK BAR 'CLOUD') 45440 -00 METAL GLASS RACKS. BAR PICKUP 45500 -00 COMER PIGS (LEFT ETD OF BAR) 43570 -00 COMER POSISERYCE worm OF BAR) 45520 -010 COINER POS 45530 -00 STORAGE CAMEL Nat CHAR 4 -00 COMM. REAR BAKERY MLL010RC 45550 -00 CASMT, STEFIEO 45560 -00 CAMET, RESTROC 1 STORAGE 45100 -00 LOB WALL, Dom' Ys ROOM MLLWCRK 45110 -00 LOU WALL, LIGHTED BAR SIDE DIvIDER 45110 -00 LOUD WALL, COCKTAIL LO ME 45130 -P0 LOU WALL. MAN SERVCE STATIC H AND no GO' STATION 45140 -00 LOP.'. WALL, COItPN COMER 4570 -00 LOU WALL. RADIUS 45160-00 COLIit4 ENCLO6UI . UOOD PANEL 45110 -00 LOU WALL ADJACENT TO RE5TR0GM VESTBILE ENTRY 45800.00 CALL PAN4q.M, INTERIOR MALL 45-00 LO!) WALL. CIRCULAR / RADIJSEED (13E1-1X7 RAND BOOT/ 45820 -00 !&4P$COT, BASE BOARS) AND UMW TRIM 45830 -00 SEFNT PANELNG, NTEI1 -R MALL / LOBBY 45400 -00 roof) DOOR AND IJARDWARE RESTROb 1 4530 -00 WOOD DOOR AND 14ARD9 JA' ITOR CLOSET 45 -00 HOOD DOOR AND HA:ROi:4RE, BARRY 45930 -00 ROOD DOOR AV) PA@X'& FILL -1-EWT COAT CLOSET 45940-00 WOO DO04 AND ti!'.RDWA1 E. RESTROJM VESTaLE 46000 -00 CAW,- DOORS AND JAMS MEW( WAO'O/ 46010-00 DOORS KICK PLATES, DECOR41+ E SJS 46030 -00 DECORATIVE !'VOLE CAS'' 4 6040 -00 A°PLED MOLLDWI. PANEL OVER I cTAL DOOR 46060 -00 7al.L OR< COAT C .OEET 46100 -00 CRI214 ro.mm, ENTRY VEsT E (CIERRT 11000 £6 C ROI.14 r LDYs. * VESTa a (a -_RQY mom 4620 -00 CRaN YOLDI R°SiROa iN aR (PANT READY WOW 4610 -00 1i00D co cEE INIF.T.ROR M ' = 0337 FATACE 46740.0• CR:XN , OI.LD?4 calm EG.Oase UkEFeY coop) 462010 -00 P.:XTi DES( AND r"'�'Z CCUCER £63001 -00 CAS CIO J R DE PANcLP . DOOIM s TOP 46400 -00 LT!P USG 5: 4640.4410 'T7+Cs Br - Nd? 3.11.T -N 4 6300 -00 OW .CE cE6cs Atio _.::L CAS NETS 4650 -0 a :c AVERS- D.1F_S, 70-0 AN.ec-" a Dm 4 6600-00 51.9 TOP, WSTFOCK C1'JIA EG S 1:174 !.42,7 466'C -60 A E. &L r10U1% 46600 -00 KAN€RA . ECO?Rriv: (RA AND s'ezSJ • 0 56 FURN. BY: LOT GC. LOT GC. 1 GC GC: 1 G.C. 2 GC. I GC. GC. • GC. 2 GC. WA 6 OMER GC P.4 GOER GC. 9 OMER GC VA WEIR GC VA CANER Gr. VA OVER GC. n OIH+F.t • wet 36 civet OVER IISTALL BY: 6 GC. 2 CUTTER GC. ? OUTER GC. WA OMER G.C. WA OUTER GC. WA GONER GC. I CUTER GC. 1 G.C. GC. WA GC. 64 GC. 1 GC. 1 GC. 1 GC. 28 GC. WA GC. GC_ I GC GC. I G� GC I GC. G.C. ? GC GC. 1 G.C. GC. WA 6 GC GC 1 GC G.C. WA GC. G.C. WA GC. G.C. LOT GC. GC. WA GC GG 3 GC. GC: 1 GG GC. 1 GC, G.C. N7Ia GC. GC WA GC. GC. LOT GC. GC, 9 GG, GC. 3 GC. GC. WA GC. GC. N/A GC, GC. LOT GC. GC. LOT GC. GC. LOT GC GC. NIA GG GG LOT GC GC 1 GC, GC. 1 GC: GC. WA ? GC. G4 LOT GC. GC VA 3 vA WA GC. G SUES VARY GC. GC. GC. G.C. PROVIDE SHOWCASE LIGHTING FOR DISPLAY CASE TEPPERED GLASS SELF NCLUDED. r RADIUS AT 4 COWERS OF reTAL SELF GC. GC. GC. GC. GC: • GC. GC. (U CABAET ADJACENT TO SERVICE STATION '3 REWIRES CUSTG'K FEN. ACCESS DOOR 1 GC. GC. FR viOE REAFORCED DECORATIVE VENT GRILLE ON DOORS WA 2 G.C. 6C. 2 GC. G.C. 1 G.C. GC, I GC, GC. A GC GC. WA woo PANEL IITH V4' COPPER INSERTS GUM 01:P GLASS E0114 SEES OF DOOR DCCEPT FOR JANITOR CLOSET REMARKS GC GC. GC STANDAR, 9L- 24' X 54 MINOR .fir TO RR EizEYATC N FOR ADDITOH:t 51ES- f GC. POl'6iED atfLRO!'R RO 5.4) • ITEM SCHEDULE COST CODE FLOOR TILES CARPET WAA E TaP- M-1014E ITEM NO. 65010 -00 650'10 -00 65030 -00 65040-00 12201-00 12004 -00 17483 -018 1 DNNG TABLE STONE TOPS • 57206-00 DPer TBL JERUSALEM 2000 51201 -00 DP4N TOL JERUSALEM 30X48 51208 -02) DPSKG TELL JEFUSALEM 36X36 51205 -00 DMZ TBL JEFUSLM 24)00 CLP 51210 -00 DIMS TBL J9915LM 30X48 CLP 51211-00 ' DNNG tBL JERISLi130X12 CLP 51218 -00 DWG TBL JERUSELEM 30)06 aP 51219.00 DM* ABSOLUTE BLACK 36' DIA 51220.00 :DM* TABLE JERI6AL11 MISC 51222-00 ! DNNG TABLE JER1S4LEM 54' DIA WIND 51223 -00 DN■G TABLE JERISALEM 66' DIA ROUND • 51224 -00 DOOM TABLE JERUSALEM 54' DIA SETH - CIRCLE BOOTH RELATED M315 51300.00 BOON END COPPER BUTTON 51301 -00 600T14 ETD DECCRATIVE DW1OAD 51302 -00 : ORTON COVERS COPPER . AJSTC ER BARRIERS 51500.00 STANCI00N5 0.15KtER I14TTNG 57600 -00 51601 -00 FLOOR TILES 60001 -00 60002 -00 60003-00 60004 -00 6000 -00 TILE AND STORE PROv DED BY GC. IWTNG BFNG4 - EXTERIOR IU ITNG BENQ4 ANCHOR BRKTS CAPRI LI'ESTONE 1TX 12 CAPRI LE"ESTONE 12 X12 G CAPRI LMESTOE 12 X 24 CAPRI LPESTO'E -SLABS CAPRI 12X2 C TAGM& 65000 -00 CARPET SPECIAL STONE INFESHOLD LWOW SILL STONE BAR STONE TOP 1 BAR P06 / SERVICE COMER STONE TOP (ABSOLUTE BLACK CRAVE) DP V ROOM PO5 / SERVICE CANTER TOP 1150 -00 WITERSGFTEAER 11100 -00 LATER SEATER 111ID1-00 WATER SEATER TANK 12001 -00 SIGNAGE warm PACKAGE 12002 -00 BAND 5TRFES 12003 -00 i BANS STARS 12004 -00 5%4'4-BLADE 12005 -00 EON EXTERIOR 12006 -00 5Kfi1AGE DCIERIOR 1 12051 -00 5104 ALa•EI5 RESTROO1I -SWARE 12052 -00 5301 &ENS R TROOM- 56UARE 12053 -00 SIGN AarDS RESTROONI -ROUND 72054 -00 SIGN £ 4F$TROOM- TWAVGLE 12 055 -00 STCA AAPSDX RESTROOM- 1RIATILE 12056 -00 5704 AMEX STROOM 5 RE 12051 -00 5191 PRE DCTi ISSI1ER 12068 -010 SIGN Ado 5PI(7Kt6 12M5-00 0 M4 /PROCEED TO FRONT DESK 721060 -00 SIGN /LOOKER FAUST 1 2060 -00 SCAN ILOOcR 5PA■45H 12061-00 Sal Ado DEL•92y 12062 -010 S'(N /CORTESY MOW '0063 -00 96`5 A LSO. 12065 -00 Sei4 FLOURS OF O?ERATM 12066 -00 s 4 EXIT 1700 -00 DJIK;241G SYSTEM R10tE IIARDCAle Ft DATA ADD 1_I-'€ dame TaEFICINE SEROM LAE 11501-00 KTR5ON SY5T31 1 )6TALL 12502 -00 Is R CK. R ALARM 1 MU. 12503 -00 19W ALAN: s WALL AM WWI. 13000-00 ADO VS1i4L PACK/.E GE■EIRAL L 441 06 14001-010 5A/TCNGE rR 14302-08 91FITAR ¥0103.00 LR 'ZG FectAcerea 14084-08 SBOELIM LGIT /LAP PO.E P/ATO FRI 9C L 4472.4 V REAR TO.CSTIR 7 6•161C LO N G • DESCRPTION 0 20 14 WA WA 20 11 WA 6 WA WA 1 WA FURN. BY: GC. GC 6L GC GC. GC. GC. GC. GC. GC. 5 TABLE TOPS ARE ACTUALLY 28' X 48' GC. G.C. ' 6 TABLE TOPS ARE ACTUALLY 28' X12' GC. W. GC. GC. GC. GC GC. 6L GC. GC. GC. GC. EA GC. GC. EA GG GL EA EA EA EA LOT EA EA LOT LOT LOS G.C. EA GC. GC. EA GC. GC. EA GC. 6C. EA GC. GC. EA LOT LOT LOT • GC. GC. GC. G.C. GIG GC. LOT OILIER GC. LOT OVER GC. EA OMER GC_ LOT GOER OUTER EA OUTER CHEER EA OMER OUTER EA OILER OILER LOT CUTER OVER LOT OVER OILER EA CANER OUTER EA 011ER CIDER EA OVER C NER EA OCHER ON ER EA ailhER OUTER EA mat OU`R EA O ER OUTER EA OUTER 011E.R EA OCHER OJ?ER EA CUTER OVER EA OCHER me EA OOIER CVIER EA O R OUTER EA GOER OC.NER EA 0117ER OVER EA OJER CUER LOT CANER GC, LOT C . ER CE ER LOT OAER OMR 0.1sE.e GC. GC. GC. GC OMER COER aNDIZ GOER OMER GC, LOT OLRER a? CAPER GG LOX MI ER (-.G INSTALL! BY: GC 13 OLFER W. VA OMER GC, L0; OMER GC LO7 OMER GC. LOE Wet C LOF OMER sc. Lo; Olegt La WE'¢ GC,. LO' 00 GC. GC< ho// 9 REMARKS F RE I V:ED FOR CODF r , O . %r I nrPO , ,7 . • _ . 1 BUILDING DIVISION E 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949) - 261 - 2602 FAX (949) - 261 - 9614 1 • GLASS FA9IRC P.AN63 DECORATIVE LIGHTNG 14510 -00 14520-00 14540 -00 14360 -00 14561-00 146 -00 14620 -00 14630.00 14640 -00 14652 -00 14660 -00 14610 -00 14681 -00 14690 -00 14691 -00 14100-00 14110 -00 14121 -00 14722 -00 14123 -00 14125 -00 14130 -00 74740.00 GWF ONGIRRInea MlG m ispiss ATCtrit ID .:03 Hoy 63 11:22.011 AN, 003 - t)l:4grJR 755010191 •14x3 SCONCE RESTROOf 1 SCONCE TUSCANY SCONCE LARGE SCONCE MALL 'MEMOIR SCONCE MALL INTERIOR ADA CHA 1 ER 1105TE55 BOOTH END COLIJM& MICA BOOTH END Wall MIRE LOW QINID€LER ENTRY VESTIBULE TABLE LAMP SCROLL SPECTRNi SCONCE, EXTERIOR 36' SCONCE. EXTERIOR 48' PONT LGHT BKRY TUSCANY MODELER SATDOLLAQ OTANDELER SALON SCONCE EXTERIOR- MALL SCONCE EXTERIOR 8' CHANDELIER BASEL VAULT CHANDELIER BASH GLASS PODS Q4AVDELWER OCATAG011 CHAVDELER BASEL GLASS PODS SI VACING WELD EXTERIOR BOOTH DO COL1.111 DBL 141x1 15001 -00 GLASS PACKAGE DECORATIVE A 1405T STAID GLASS B. BAR GLASS DIVIDER C. 'OCiLUB'IR06ETTE BF>DOW 15002 -00 GLASS 800TH DNYDER 15003 -00 GLASS CA511 WRAP 15004-00 .1—WPM DECORATIVE MSC. 6100 -00 BOOTH D D DDFUSERS Hl614 152010 -00 DIVIDER GLASS AT MAN SERACE STATION 15650 -00 HOSTESS TILES SPECIALTY METAL 1600-0 PUSH PLATE l 4%) X 481) 16011-00 PUSH PLATE ( 4111 X 61) '6020 -00 DOOR PILLS DECORATIVE 16021 -00 DOOR FULLS DECORATIVE SMALL 16012 -00 DOOR PULLS DECORATIVE CUTE 16030.00 TICKET RAIL BAKERY 16040 -00 C01•€R GUARDS (47J X 481) 16041 -00 COWER GUARDS MSC. WE 16050-00 TABLE &HARD U -GJAQD 16051 -00 TABLE GUARDS 41W X 3' -61 16052-00 TABLE GUARDS 4V X 4' -31. EI 1605 -00 TABLE GUARD' 4%1 X 4' -31 16054 -00 TABLE G1AARD MSC. SrIE 16070 -010 DEGORATNM RAIL AND ESRO E CA° 16012 -00 PATIO TWO RAI NG 16073 -00 PATIO RAIL6G- GRASS BALLS 16080 -00 Pao BOX BRASS. EXTERIOR 16081 -010 PEA, BOX COPPERINTER'OR 16090 -210 GRILL CAST ALt3 61.201 PANEL 16100 -00 CAST ALM LOW CALL DEC RAL 1610I -00 DEW G-Ri...LS 16102 -00 MC. VET/ L. P:EECE 16r0 -00 TUSG ! DISK COPPER 11050 -00 FAS•C JO -A■DA OWPACAM- 111170-00 FAEIRG JOLANDA TZAJCE TIo0 -00 FAi G R=D LIVRD M7L PATIO FLmiTI 5124 -00 ON146 TABLE GLD!IT OAK 24X30 5123 -60 DM% TAME OWN OAK 30x28 5ud-O0 0/006 TAME. Q.DN OAK 36206 •F e0-E10 SAW PATIO TAME 24 X 32 1 B.A. PAro TAME 36 X 36 1��2-00 3 PATIO TAB 32 X48 1.520 -010 ASF LW T a30-00 hP .LA PA TO 5 $Q T:53` -0 La'SWL.LA PAr o 9' 5Q vg0-00 LLA PArO a emc TSE-es Li LLA PA r o EASE LRs 1060-000 pAro TAME :O? 24 X32 COCO SESI► 5 6: -00 PAT 1131.E TO° 36 X 36 COCA IeSii 1756 -c. PATO TABLE TOP' 32 X 48 COCO PF-S% T-00 G LR PAl O .t;i' l UO . r60 -00 PAro FEL 1P55G •: 116T 40 PA•OW.A - marr 71E4-00 PA TO !- ='fir PorseL=_ 65e-0E "-AV' P cK1( 1 CR K%-E8 ° 4' PACJCJICj ¢OQ ee t004C rC6AC TLE • Ler 6 O MR GC. 4 OIINER GC. * OWNER GC WA *14<R GC. WA OLI€R GC. I ODER GC. 8 OWNER GC. 13 OVER GC. I OWNER GC. 13 OUJER GC. WA 01PER GC. 2 OiIAER GC 5 OWNER GC. WA OIJER GC. WA OWER GC. WA OWNER GC. N/A OWNER 66. 2 OWNER 6C. NIA OILER GC. I OWNER GC. 28 OUI`R GC. 9 ODER GC. 1 OWNER GC_ LOT OWNER GC I OWNER GC. 2 CUTER GC. N/A OCHER GC. 1 OIJER G.C. 3 LOT 22 LOT 6 OMR 3 O:IER YDS YDS YDS OWNER GC. OJ1•R 66. DUPER GC_ GC. GC. SEE ARM DUGS FOR DETAILS 00 ER GC ib OILIER GC. 2 O01ER GC • OWNER GC. 6 OWNER GC. USED IN COAT CLOSET DOOR BAKERY REACH -N DOOR I OUNsER GC. USED IN FAMILY RESTROOM DOOR I OWNER 6G 5 0 E 6G. 2 ODER 6C. WA OCHER GC. 23 MINER GC. GC WA WER G.C. EA OOAER GC. EA GC. GC. EA 09ER 6G 1 west 6G WA DUNES 6C. WA ODER GC. WA O2ER N/A OWNER GC. NIA OCHER GC. WA DINER GC. GC. & ER GC. Oq GC OCHER 6C. 20 GC as 3 6C. GC. GC, 20 0.1sER GG. t O PER GC. 6 OUTER GC. 2 COM OWNER 21 0.6ER ONEIR tVA GOER OMER S4 GOER OME.R V!. OEAER OTAEQ NIA OtJ1E'Q GC va OCAER GC. VA 06ER GC. 96 01 ER OEPEQ 1? 0110E+0 GC VA w€'0 GC. N/A OTAER OWES Wet OUTER r COO OI M ITEM SCHEDULE AR COST I cATEGoRy i ITEM CODE NO. SPECIALTY STOKE OTTER 18100-00 18401 -00 18401 -01 18402 -00 18403 -00 18500 -00 WATER CUT JET STgE WALLPAPER COPPER Q' tLLLPAPER COPPER 9' WALLPAPER II/WENS ?T V S IIR 10G1 WALLPAPER PINS RR W: -2 MEDALLION 61148URST 78600 -00 DRAIN GUARD 83 52 18601-00 DRAW GUARD 95 RD 19130-00 BULLETIN BOARD DISPLAY CASE DESORPTION FURN. BY: IIBTALL BY: LOT O01ER GC. YDS GOER G YDS 011■ER GC. YDS OWNER G.C. YDS 0145R GC. EA OUt R GC. EA OWNER GC. EA OM ER G.C. LOT OWNER 6C. Doi -i11 • REMARKS FOR r 1 H BUILDING DAIMON I I 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949) - 261 - 2602 FAX 4949) - 261 -9614 THESE CRAWS= PREPARED BY TIC CHEESECAKE FACTORY. NG FOR INS PNQtGTARE FOR WE SOT ELY Mall RESPECT TO MS PROAXT OMO MESS OTHERWISE FROVO( TIE OEESEUVE FACTORY. HNG SWIM Bf Off1ED1HE AiTIIOROF THESE DOCUMENTS A'OSWI'LRETAN ALCO a NTAMG STAMORVAJDonER RESERVED FIGHT NQININO TIE consort THESE CRAM= STALL NOT BMW SYOTIERS ON O1nfRFROATCT5. IFORADOTTIONO TO THIS FIOECT OR FOR OOlPIETIONOF MS PROJECT BY OTRRS. FnLTPTSY AORTEHENT N MRiirn fa THE OEfSECAI E FACTORY. IFC IS SUE W z G�N 11FT 0Q 611 t R 2 9 lGCI P:R..T(ER J J 2 L W r Z W 0 I I- ' VJ 0 J W U- rr r p Vl W SHEET TITLE SES GIER TC.F CHECKED D.I✓•=LE'sOI — SCALE ,No — — -- DATE PRINTED -- - PROGRESS PSaIR 463170,7 X PM%C1ECK L VOSET ca sTR.GTon: SHEET NUs: EER I110.17 OF SHEETS v. s 1 °e Mil MOM 1 I ° g 414 I Mligii!Ph 1 1 / 11 ig A °e Mil MOM 41.011 ,, • bta .. 1=7, r� 1111 •— iiiI1.AI:OTZ I ! � I � 1 simpt-mmorm IMO '.71^ �..^ ' ! ^ l' ^ L ... _...... J= ,r-.■c _..- n -.3.J r= ✓ •( • ∎"_`.R -arm i71 =Z. :==E = =.c ?'wow t rt U. ' nor � rc.alcawwr::PN - - ee�lo rt r � �F�ooceoocc�or= u�:lorcouo. �Ilu:�i rAW. 140.34 r." Ilmuo ..marvire. I `r-:t• ow-A „ • ii=c2 iyc:�' — ' ice 4'4 14* 0'4 112" 4 ,..• \)( ) /( � " \ k - ``T�` u k ✓ w.1 II • 0 0 m. m 0 di A A g giecakeTactory, 1 NEW RESTAURANT CONSTRUCTION WESTFIELD SOUTHCENTER MALL 230 STRANDER BLVD., TUKWILA, WA 98188 0 CO m r Z In 0 D (0 r • le Ale olio ®;!® oa L oJLo �� Alt A KITCHEN HALLWAY KITCHEN HALLWAY SBA STATION 1 11 .111111 TRASH COMPACTOR SAiM PAW C O 64 sexes EAST PAW DM 32 seats O GOOF- CPAOSTa«artat MIAEcrst thyC-4Niralds D:-i l ENG. 0304 Xe7 11:2944 N4,003 - Smirk! 755041 C3i990.q[3 • • (T ) \ � 1 P \ /1 tw06‘g-eL_ ray • \./ o> /A I SOD-011 577 •'"/' brHict • Ta (1S3D449) 20; NORTH a i 1 Jot a 10C MED FGR KNIT 17701 MITCHELL NORTH IRVINE, CA 92614 T E L (949) - 261 - 2602 FAX (949) -261-9614 w •nw SHEET TITLE FLOOR PLAN ITEM N+ =RS OESGR D. 14 07...ETON -- DRAM 7 t5Z1rN90 OEOED >,. -W Eros -- SCALE DATE PRINTED .. PROGRESS PRINT a4340c X PUN CHECK — -- _ - 60 SET — - - COa.S:l rCi c,4 SHEET NUVEEP Of SHEETS • I J • • • • S 4 • 8 I .011114110141 dq•awlr ,RAG •I NW.M, AIWA/ O-Mvi 5151. 1 . - 1 E : i:.: 2:3123173 r'o WE I I. 72_ r .u.c.Y s.<s Mar_ NrItl. F - -. -1 t.... • .IT. fob. 1' 7 ,L LUIU L ningrimien r --� \,\ WESTFIELD SOUTHCENTER MALL 230 STRANDER BLVD., TUKWILA, WA 98188 -�o MI A n 8 'MIMS AM = Z7:.',3 =31ca :te I — 1 ti fe • r -- - 0 0 m x CID 0) 40 A m I 0 Z•3 ZM3 ZM3 J I 1 1 ill°141g: C7 tihbihill 7 3211144N 9110 1y J • • • • S 4 • 8 I .011114110141 dq•awlr ,RAG •I NW.M, AIWA/ O-Mvi 5151. 1 . - 1 E : i:.: 2:3123173 r'o WE I I. 72_ r .u.c.Y s.<s Mar_ NrItl. F - -. -1 t.... • .IT. fob. 1' 7 ,L LUIU L ningrimien r --� \,\ WESTFIELD SOUTHCENTER MALL 230 STRANDER BLVD., TUKWILA, WA 98188 -�o MI A n 8 'MIMS AM = Z7:.',3 =31ca :te I — 1 ti fe • r -- - 0 0 m x CID 0) 40 A m I 0 Z•3 ZM3 ZM3 J 1.,. 1 _ ... i .� ' ' ;p .. .. . : ... . ...; : i . 1 . . : J ' ' •.. • • • � ' ... ,' ..._ i �A f 1 e bil 1 lb . I 1 . , 1; '. 0. [ suce 1 6'-0 518' f 54 . 1•.•. ,.. Y.••. ,444 ' ;, �. .. moil f2 g i» 8 • ,: , • P T 3 ] 0 . ,..• .. , 4 4 4 1• L ..., ..a w r e m IS s : g igmi Ei1 8 6 111 01114 1 gg I* 1 • deolu + - - t I + EEEE , +- - + + - -+ +- - + - - +- ±- - I - + +- - + - - + + - - - - - - - -+ 1 r ■ a I �I I •64,, of 1 I( 4•40 I k +- Kl . y i't '1' I 1 +.1f El 1 I I I 1/411,, \ 4 otri M N• of t-- I I +- III' I ii •y -'� °141 1 - d•- h"�— I I + I rig +- I klmq 1 f � I I +- 1 r • ' T y ���+ s � � ,� 4I 1.,. 1 _ ... i .� ' ' ;p .. .. . : ... . ...; : i . 1 . . : J ' ' •.. • • • � ' ... ,' ..._ i • f 1 e bil 1 lb . I 1 . , 1; '. 0. [ suce 1 6'-0 518' f 54 . 1•.•. ,.. Y.••. ,444 ' ;, �. .. moil f2 g i» 8 • ,: , • P T 3 ] 0 . ,..• .. , 4 4 4 1• L ..., ..a w r e m IS s : g igmi Ei1 8 6 111 01114 1 gg I* 1 1.,. 1 _ ... i .� ' ' ;p .. .. . : ... . ...; : i . 1 . . : J ' ' •.. • • • � ' ... ,' ..._ i • f 1 '' . I 1 . , 1; '. 0. [ suce 1 6'-0 518' f 54 . 1•.•. ,.. Y.••. ,444 ' ;, �. .. • ' • ,��, • ,: , • P T 3 ] ... ._ ..... ... 1 ;. _ ' ..._ i L 5*- 1 1 II ; _ :. .. i 0 . ,..• .. , 4 4 4 1• L ..., ..a • • • a • • y r cc I 7 W 11 w♦ • ,. xa ... `u'. . ...�,^ • •;�• . ; '. • 1, Are s o• *.r,., nW'b M!C►IO•SWA - AREA ... wome•...__.••w 14'40` TO MICWO SAADI POCKET 3•.r McC41O.bwADC AREA • .41 . a ••.•4 '' 1 :1 4. 4, • 4'4 U4• •I, • . .4 • • .•.. 4':1r/4 Y•�• MIC•O•SWADI ARIA 14•4" TO MICWO NADI POCXIT 14'4" TO MICWO SWAN POCKET • ••••••• • • • _ 4'49• 11'4' M1CW104WA9e AMU • 4 •r 4 i q U H cn m m H rn z H m 0 rn II o 4 : 1111111 -♦ MEI VI, 9/ 4.43 I/2' , CUTOUT t'•p 1/2' MIC440.8MACE AREA 13'4 4 TO MECWO SWAGE POCKET /4' CUTOUT '4444 I •l.G:.. .I 1. y1J •••, ..►•.. 4A, 1• .. 1 •■ • l•4 t 1•••••140, 4 w w w N U, 4 w 4 s w S i8 ts / s 'I r v pi OPENING WEIGWT A • • SHOE OPENING 14EIG$4T C I J MOM MOM LOOM s• C ees Th e ecakeTactoity NEW RESTAURANT CONSTRUCTION 1 WESTFIELD SOUTHCENTER MALL 230 STRANDER BLVD., TUKWILA, WA 98188 01 0, e1, p F�IQ m 0 1 F!! 3 Q■ a■ a• a■ Q■ a■ o■ a■ s, 17� S �Ir• J Ir, \ '} P. s mon mum MEM MEI I..' I..' MEI EMI MEI I..' tk 14:4 ram ` 1 \ I) t E / MI I I MEI I II EMI I I 11 I 111 I I I Nommimmil simmisim • rialmimumonom inmppmmommu ■ 11 .iii MEM MIN • IMAM MINIM ME= mi ` I If IIIIIIIIINiNionbilitiiiiiiMMEN • =__________,...„....„..„ n ‘ 1 C:D il ir Ka Ali Orgill nor - U s iltant4N 1 1$ EMI AI! '41 ITI CO to A 46 CO co CIF CA I CO 4.41 lb NI MISWANDON • STAMPED CONCRETE PAVINS PATTERN SHALL BE 2OMANIE - ASHLAR SLATE:' TRIPLE TOOL AND INTEGRAL COLOR INTEGRAL COLOR SHALL BE 1!4. SCOF IELD COMPANY' • ADOBE TAN. C■21. GlEAR UGI'JID RELEASE AGENT 490244 BY 'LH SGOFELD W.VA\r. 94001H CONCRETE BAWD NOHH TRONELS) ED6E INIBSRAL COLOR SHALL BE "LK SCOFIE LD COMPANY' ASE TAY. G-21. GLEJM UGrJID RELEASE ASENT *9'8244 BY 1J4 SCOFIELA GOH4'AWY'. M'IADEI - HCE RAFOXY TELRACATA *37 0.6TOM BUDS. PRODUCTS EWER CREAM •17 BVIRPAGE MAT: 'ROL -03V V'. 50 RTH SOLID YNYL HISS PAALMS CO2 tA7 0 - YiA1 -. NG.!Cf. A(1101U4 TREAD I=■ ? WU4 AVOWED =404_ CET: REVD BLACK NYLON CARPET 15> 4 GOL.CR 0 50 1NTGASTER 6REr FR NE, REGIME!? NrY6. NOSE v A/7 'V iff.A1 O JANITOR MOP SINK BY 6G. REF. TO ARCHITECTURAL SHEETS FOR DETAILS O FLOOR TROUGH • SEE K4J SFEET5 FOR DETAIL O6 'M15TFG MANE GRAN E', RAISED STONE THRESHOLD. REFERENCE, 22/ID-6J O METAL THIRf9FIOL• BY G.G. SEE ARCM Mb. O8 FENDER MORTAR BASE AT TRANSITION TO BE FLUSH AT SURFACE. I. ALL TILE $ IF6TALLATION BY 6G. U BACK BUTTER CUARZITE TILE. THERE: WALL BE NO AIR POCKETS IN SETTING MATERIAL. O IMa1E HET BE SEALED MTH A MATTE FINISH PER TMt11FAGTURERS ::: O MUST BE Iwo- eLFN7ED. VERIFY MATERIAL LAYOUT ON -SITE THE CHEESECAKE FACTORY DE516N DEPT. PRIOR TO PERI'we RY ft 2 MATER PROOFING CF FLOOR SHALL BE PER ARCHITECTURAL DRAYEES. a SEE SEEM ID-624 AWO KbJ FOR FOCFED AREA - RAISED PLATFORM AND ume TEFIATE DETAIL INFORMATION 4. TILE CONTRACTOR MAY EXTEND TILE UNDER BOOTH BASE OR CABINETS IF COORDINATED NTH THE CHEESECAKE FACTORY PRIOR TO INSTALLATIOHL 5. DO NOT INSTALL ACCENT TILES THAT ARE LESS THAN HALF TIE SIZE OF THE TILE. b. DOVE BASE REQUIRED AT ALL SERVICE PICK-UP t BAR AREAS 7. ALL 6ROUT MUST BE SEALED PER MIWIFAGTURB25 SPECIFICATIONS_ 8. INSTALL 6ROUT FER MAEJFAGTURERS 5PEGF1GATI016. R. 6RANTE BASE TO RETURN AROUND ALL BOOTH END PANELS 12 INCIES (ALL BOOM BID NOT SHCSW) METROPCUTAV CERAMICS 'GOM43 QPL RED' QUARRY TIE NTH ANHH -LIP ABRASIVE. 6kbkW2' THICK Ra TO VOTE FT-6 FOR ADDITIONAL INFORMATION. N£IRCPCLITAN GERAMGS sync `STONE GRAY' QUARRY TILE NTH ANTIEUP ABRASIVE. 6' •xV2' THICK RED To NOTE FT 2I FOR ADDITIONAL W-ORMAT)ONL I REVIEWED FOR j ! CODE CO iPL1A CE I 1 - PPr+O'VEti ri.s,: Al_ ±f• I I - -T Gty Of TI;k z ' 1 BUILD G D MS!OI d FLAMED FINEFj 'ABSOLUTE BLACK; GRANITE SLAB, 3/4' THICK NEi6R0 MAMMA MARBLE. 5k5k5J8', FIELD OJT NOTE: USE HOLED FACE AS THE EXPOSED FAGS. ANTIQUE TERRA GOTTA PAVERS. 55d'x3/4'. QUARRY TILE SHALL BE AS FOLLOWS; METROPGUTAN CERAMICS "COMMERCIAL RED' QUARRY TILE NTH ANf -SUP ABRASIVE. 65(65d/2" MILK. AVALAELE AT (330) 48484 GROUT SHALL BE MAPEI 'KERIWOXY' GROUT, 'TERRA GOTTA *37'. NOTE: USE ANTI -SLIP AERASWE FINISH eC MMERGw. RED ) IN KITCHEN M5WViYS ON.Y. ALL AREAS UNDER 6OUIPMv T SHALL EE SMOOTH (?MYFLOPER RED. 14I1MI6HHT BLACK". 16"x16"0/4". FOLHSHED PORCELAIN TILE 51JPFLHED BY CERAMICS. MARBLE. I2'x12'. PRE -GUT. QUAIRRY TILE SHALL BE AS FOLLOW% METFdOPOUTAN CERAMICS s57X STONE GRAY' QUARRY TILE WTII AVTI.5F.IP ABRA V . 6kbSd/2• THICK. AVAILABLE AT (Sao) 484 -8453. 6RO UT SHALL BE MGAPB 'KERAPIOXY' 6RGUT, 'TERRA GOTTA $3T'. SUM ITVILLE CID TONE, UIO SUM ITVILLE RED, bk65d/7' THUG GUAM' TILE NTH ANTI -SLIP ABRASIVE FMK WMMITVILLE OLD TONE. '11 SUN 6L4 6kbSd/2 THUG QUARRY TILE NTH ANIIELP ABRASIVE FINISH. 'GLUEY Le.e5r0:1E' SLAB, 3/4' THGK • • • • • • • 1 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949) - 261 - 2602 FAX (949) - 261 -9614 1 • Ea • • • S S i R a L oma loavom.-■ • ' .., . , . 1 . • , t. ...,.. K' : \ . . : • Q Ns \ . . . \ .\.\\\\Nd. \\ . • • ` v VW y�\ \NX \\:\:\ VW,\NX \W"aw\••.• 'IM" \,\\ • .7' --• �. ,. - � ' ' +fix • -r I 0 l>.\\I . ..0: ..: I \ r, I. 1 r. c _•.z gym: _n�a, r-rz. -rc:zn ■■1 ■ ■■M Il f f� CIE ,... I f ' I . I■ ■■� ■■■1■■■■IN11■��i■��i i ■ ■.1.1.1iiiiii ■■■iiiir■Mi■ENE. ii ■■■1: _ ;•: ■ ■.■■■■■I1■■r. ■■■■■■■■■■■r.R■■■■■■■C■■■■■■■■■ •■■■■■■■■■ Ia■ ti�■ ■■ ■■■■■■■■i h�■■■■ ■■u■■■■■■■ ■■ ■� ■ ■■■■ ■ ■■ ■ ■ ■■ ■ ■■■■ ■■ ■ ■ ■ o ■1•*1111111•1•11111•11•111111110EMEIMINNI, p IAN ■■■ ■ ■■ ■■ ■.■ ■■ ■ ■ ■■■111. ■11■. ■ ■ ■■bibill ■■1111■ ■■ 1■ ^r■■■■ ■ ■I■■ ■■■■■1111■■■ ; 01 ■ ■ ■■ ■ ■ ■■ ■1110■ ■■ ■ ■■ ■ ■■ ■.1111 ■■■ ■1 , � r Iuw AI 1•11111111111111 E■IM■ ■ ■ ■ ■.11"'1■ ■■164■ ■ ■ ■ ■ ■■ ■ ■1 ■V■■■■ l■■_l■� ■■sue■ ■■■■i■ ■■■�■■ ■■�, I.Irr � a Z'a>4. -semi AIM immil. Laiiiimminmmuilimiummuimmommumminmmusmomemor � � 11 — — e -� 1 %�� ® I ;1 r■•i■ ■u■ ■■■■■■■■■ . ....■�■■■■r . r� ��_ ■ 11■■■ //, ■. ■ ■ ■ ■ ■ ■. ■ ■ ■ ■ ■ ■ ••■ ■ ■ ■...1©J■ `= ter!! ■� ■■. ■■■■■■ ■ ■ ■■■■■■■■■■■■■ ■ ■■■■ ■■■■■■.... . 1 .■ �- �■.■■...■..■■� . . . _ : �� ■� ��■� _ _ ■____ ■ e ..,m ........ = e gal* ...v r ♦ ♦ ♦ ♦fir♦ iw ♦r�♦l - i ► �� e-gro �►4 •. -3 1 : ��� • 11 iri O I I i ■r ■ ♦ ■I :..\ ■ ♦ • ���♦ ♦ ♦ ♦� ♦ . ♦':.0..♦ ♦■�.. ♦"` ... ♦1ii. \ ■"..♦'.♦•`�`_ v+44‘...."v`• 4. imam Nilo i , +Vete+ I____IIrllrt! ■ ►_••.. .•. COQ ■ ►._._._.`..`. ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦_♦ ♦ ♦_ ♦_.■ \ \ \Q' `/ \ •_�i" ■�_._._._._._._._. .4tIespousar w#4 1111/11m 404 Iii ■N v 111111 )\\Is irr1■_1 maim 0 ■ r ■ s ■ ■ ■ ■ ■ _ _f+ .... C fi.. �v�;:��� ♦��� ♦��_ ♦_�� O \`ti's\ r■■ ■ ■ Ell .; ";• ■■ ■ ■■ •.• I ■ ■■ ■o • • • • ' • ■ • • • II "Stet '' __=ii=i■= - -- - MI IMP" il __.., 0: 0 _ ■uo■ e: t1 Ru ■�■ 0© 11111 Ell OE! :0 ■■ ■A■ .. .-. ■■ ■■•C• z CO ■f ® ..... �. It 10.131:1,... sanrn y�pr aoiei I . ... ... . . . . . . • • is Fs .rt Fs w :" W $0$$$$$$ $ $ ci) 00000000000000 ®®000c iniiilliliVilipliiiiiIMPiiiiifinniiiqii I i i i Viiii li ei ilt g I I i i V! I ! h i 2 § 4 §11qg i 1 1 m In ! t k RieRg 1§ 0 Oi IP q5 Holloiaqh.i:Ii0, ' 1 6 ' i i ! b b 4 q. 0 hi: I > 1 i i a i i W 11011: 2 ; 9 1 1 g i 4 IR 1 i 4t 1 i i i li i : C I . I i ;; ! i li 1 1 1 1 i . C : ! I C ii OW "OiOr . 1 ! ligl VIII gAP't t ; 'JR >r > p iii4,t . g 1 q x q I i pm A 11 HO 1 ; i it ggil @ - mw 0 m O ° f m . H m a §15 CaSecakeeractog :: a 1 NEW RESTAURANT CONSTRUCTION WESTFIELD SOUTHCENTER MALL 230 STRANDER BLVD., TUKWILA, WA 98188 -n x m r w N 0, 0 Oil Via MEI ail 1/11 O JAMTOR MOP 51NK BY 6C. REF. TO ARCHITECTURAL SHEETS FOR DETAILS. O FLOOR TROUGH - SEE K4J 9EETS FOR DETAIL O 6 'MIST* M A WE 6RANITE•, RAISED STME IWESHOLD. REFERENCE 22AD -6J OMETAL THRESHOLD BY 6C. SEE ARCH OWb. O8 FEATHER MORTAR BASE AT TRANSITION TO BE HUSH AT 9JRFALE. I. ALL TILE 4 INSTALLATION BY 6L. 2. INTER PROOFING OF FLOOR SHALL BE PER ARCHITECTURAL DRANIN65. 3. SLE SHEETS IP-624 AND K6J FOR PIOGIED AREA - RAISED PLATFORM AND CURES TEWLATE DETAIL RFORMATION 4. TILE CONTRACTOR MAY E XTDD TILE LtE ER BOOTH BASE OR CABNETS IF COORDINATED WITH 11E GHQ FACTORY PRIOR TO INSTALLATION. 5. DO NOT INSTALL ACCENT TILES THAT ARE LESS THAN HALF THE SIZE OF THE TILE 6. COVE BUS REQUIRED AT ALL SERVICE PICK-UP a BAR AREAS. 1 ALL 6RCUT MMEM BE SEALED PER MANIFACILRERS SPECIFICATIONS. 6. INSTALL GROUT PER MANUFACTLRERS SPECIFICATIONS. 9. 6RANTE BASE TO RETURN AROUND ALL BOOTH END PROS 12 INCHES (ALL BOOTH DADS NOT SHONN) METROPOUTAN GERANG6'GCt+ GIRL. REST' GRJAQ4Y TILE WITH ANTI -SUP ABRASIVE. 65c6ky2' MICK. REFER TO NOTE FT-6 FOR ADDITION.. INFORMATION. NETROPOUT• CERAMICS - 7X 'STONE 6RAY' OJJARRY TILE NTH ANTI -SIP ABRASIVE, 6k65(W/7 THRCK REFER TO NOTE FT-21 FOR ADMIIONAL RfFORMATIOII j1 BACK BUTTER pMRZITE TILE. DERE SHALL 8E NO AIR POCKETS IN SETTING MATERIAL. O GIUARZIIE NUN BE WALED WITH A MATTE FINISH PER MAHJFAGIURERS SPECS. •GUARZITE MUST BE HAND-BLEED. VERIFY MATERIAL LAYOUT ON -SITE THE CHEESECAKE FACTORY DEEM DEPT_ PRIOR TO PERMMENRY SETIIN6. 1 CODE rOMPI it t i Y,' 3.011E - I Oity Of " uks. 1.a I. BUILDING DiVI5'U: FLAMED roast 'ABSOLUTE BLACK% 6R/N ITE SLAB, 314' RIM VE6RO MAR ARA MARBLE, 5'45'516: MELD cur. NOTE: USE IMO PAGE AS THE EXPOSED FACE ANTIQUE TERRA GOTTA PAVERS. 556543/4'. MARRY TILE SHALL et AS FOLLOV 5; METROPOLITAN CERAMICS 'COMMERCIAL RED' QUARRY TILE WITH ANTI-SUP ABRASN!. 6kb' d/2' THICK. AVAILABLE AT 38O) 484 -b453 GROUT SHALL BE MAPEI 'KERAPDXY' 6ROUT, 'IOWA GOTTA 431'. NOTE: USE ANTN5I.IP ABRASIVE FINISH (`GO64. R&AL RED') IN MIEN NSLEW/AYS ONLY. ALL AREAS FINDER EGLAPMEM SHALL BE SI VO1H (?MYFLOYE R RED'). 1WN6HT BLACK'. WxI6 W4: POUSFED PORCELAIN TILE 9..FPUED BY SPEC CERAMICS. MARBLE. 12'x12: PRE -CUT. CREATIVE MATER/ALS CORP. CLI5T014' X IT CMC. AVORIO PORCELAIN TILE, FELD CUT. CREATIVE MATERIALS G. 6' X 6' CMG AVOW PORCELAIN TILE QUARRY TILE SHALL BE AS FOLLOWS, NEIROPOLRANI CERAMICS 1 WOW 6RTAY' G ARRY TILE pima MU-SLIP ABRASIVE. Vx65412* TICK AVAILABLE AT (330) 4646453. GROUT SHALL BE MAPEI 'KL3iAPoXY' GROUT, 'TERRA GOTTA 9R -M1VILLE OLD WPM, •NO SUM NSIVILLE RED, 65c6W2' THICK MARRY TIE WITH ANTI -SUP ABRASIVE PINSKI LATICSEIE KOM ORI BLACK *22 OUSTOM BLDG. PRODUCTS WIER CREAK $11 LATICTE SILVER SOACOUT tab STAMP CONCRETE PAVING. PATTERN SHAL!- BE 13014AVTE - ASHLAR. SLATE' 1RIPLE TOOL AND INTEGRAL DOLOR INIEGRAL DOLOR SHALL EE 'LJ+L 5GOF19.D GOIPARr 'ADOBE TAY, 6-21. CLEAR LJGIAD RASE AGENT 49 4244 BY 1.1t S AFIELD COIPAIY'. SMOOTH GOhGRETE BNO WITH WOMB) EDGE INTEGRAL COLOR SHALL E£ 'LK SGOF®D COMPANY' 'ADZE TM, 0-21. CLEAR MAP RELEASE A6E NT 145M$244 BY 1?( SGORBS) CO1PAVY'. OGRANCE VAT, VTOL -DE <' X630 NTH SOs D VINYL Ii MUSS C WORAT1a4 - 1ASGA'+G N.Y. AUKRX MAD F 'set M:17 MO IM ANiCfg?J *404. MOM; R69 etAciG was CAR ET (51V„ COLOR 1 581AAGAS .R 6lE( 10516. NONE 6137 -ormsw '* 44 lstB '4Titemla d3-13 3- I I .dry 03377/?007 T I :3S Am. OCR - Descrkt 75501019841t 3 L 25 1 2 � I 15 OLTNI. - 111151PICION WRY 1 D 111.2 ( ( ( S G 1A L E I MINX I r = •Q• I 1 1 ItPACE S:'S'yS DETAIL - ENTRANCE MAT EVRANCE VAT FRAM. N.:6*: NTH TIE .O! - . TX.E . - TO FtOp‘ F_' 9+. RA VI { SCALE E• = ;'- I i i wake 17701 MITCHELL NORTH IRVINE. CA 92614 TEL (949) - 261 - 2602 F A X (949) - 261 - 9614 HERE OfWNGS PREPARED BY TIE OEESECA E FACTORY. IC FOR 1H5 PROZCTAtE FORME SOLONwinI RESPECT TOMS P asa ASO MISS OfERAOEE PROYYOED, nE CIEFSfc wE FACTORY. WC. SIYI[L RE Off UFO TIE AUTHOR OF HERE 00011TATNTS MOM. RETAN ML COMMON LAM. s1AnAORY NO OTHER REAMED RIGHTS. INCLUDING I EOOPYNOfT. THESEORAYBNGSSHALL TOT BE ONOBYOTHRS ONOIER PROJECTS. PORmaroon TOMS PROJECTOR FOR CABSEDONOFOAS maws OTHERS OCWPTBY itNTRi HAMMBY lit CHEESECAKE FACTORY. EC alp SHEET TITLE FLOOR FIN!St -F5 MAN PIMLIC R STR.00? CESICIER TCJF ORJAlin . CHECKED Co_ v�y SCALE DATE PRINTED ■ PROGRESS PIBNT Pi-.D-365: X F Oia CPECRC - - - 60 SET CCAS i RLCT SHEET NUVEER ID -3.11 OF SHEETS O© O© ©•r DIMS ROOM FLOOR BASE BAR TOP I BACK BAR / BAR SERVICE STATIONt ROM COCKTAIL TABLES / YWCM SILLS,/ EXT. 6RM ITE MAINSGOT PATE/ EXT. 6RANTTE BASE 1 1/4'111K) RESTROOM COUNTERS I► VI DIFFUSER W BLACK ROYVER-GOAT FINISH I GAT- tAIRi&.Tiiris wont 41L¢ -ATaYr •lt104- 16dog. Y3!27I20071I:4751RQ; a S•Oisgtlet7S50 Q1SM 3 • • f r • ELEVATION 5.3 • ELEVATION ELEVATION I • SCALE s' *•G' • ELEVATION KEYNOTES IMORK PROVIDED BY KITCHEN EWRVIT CONTRACTOR RJRNIS ED BY OWER INSTALLED BY KRCEN EOUIPPENT CONTRACTOR MORiC PROVIDED BY GENERA. CONTRACTOR RJRNISHED BY GOER. INSTALLED BY 6ETE:RAI. CONTRACTOR R1RNISIED AND INSTALLED BY OMER Ni ITEMS FUR ISIE0 BY 6134E1tAL CONTRACTOR tN E56 NOTED OTHERga. r iB6HI STONE BASE MOOD GASM6 OR INGOT) TOP GAP MLLYNORK V-6ROOVE T46 SONS PAS. STATION OR GAITER DECORATIVE YIOOD COLUMN NTH COPPER DIVIDER STRIP CURVED MOOD PANEL MILIJMORX LOM MALL BOOM SEATING MYTH DECORATIVE BOOTH DVS MOOD GROPPI MUMS 6FR& SOFFIT IRM OR LI6HT DOVE 140LM 6FR6 DECORATIVE DOPE 514' X 1 -1/2' BASE 910E 6FR6 COLUMN E1NU.05URE DECORATIVE LI6HT FIXTURE Br OY1`ER DECORATIVE ETCHED 6LA56 OR DECORATIVE ETCIED MIRROR BY OMER GRANITE COLUMN BASE. OVER MOD BOX BASE DECORATIVE METAL AV 6LAS6 56ELF GLASS RACK GRANITE COUNTER OR TABLE TOP. TABLE BASES BY OMER COVE TILE BASE 6FR6 POEM TRIM MURAL BY G.ER ON FLAT CEILING GR CEILN6 SOFFIT YWTMS T E ICH TRACK LIGHTINS. REF. TO E1EG MSS. FOR 011$ I SPECS 51UJFE? Wi 16 PANELS EXPOSED CEILI 6 - REF. TO ARCH. MISS. MALL TILE FINISH STARLESS STEEL C.ORNFR 6UARD5 OR MALL GAPS BY KEG. STARLESS ST®. MALL FLASNIT , BY KEG. FRP MALL FINISH MIRE PARTITION BY KEG. MOSAIC TLE BY OMER. INSTALLED BY 6G. U.IASON SI'FN68NEs DOOR BY KEG. STARLESS STEM DOOR GASRr6 BY KEG, INSTATED BY 6L. Yi000 DOOR OR WALL OPENING NTH MOD JAMB mop PANG STOREFRONT DOOR - REF. TO ARCH. DHSS FOR TYPE DOOR NARDNMRE. REF. TO AQGH. DRANN% FOR DETAIL. DECORATIVE DOOR PULLS BY OMER DOOR VE ER DECORATIVE FIBI3Z6LA56 GOII FI DRY PEDD ®NT DOOR KICK PLATE OR PLEH PLATE STOREFRONT /WOK 6LAZi b NV FRAMES REF. TO AQOI PLANS BLACK GRANITE AT PEDIMENT BA , FOOD SEIWIGE EJOIUIFt.V r BY KEG. REF. TO X' SHITS STARLESS 5TE8. FOOD SERVICE COMERS BY KEG. E POST HOOD - REF. TO 'K SEETS FOR DETAILS MN.K -V4 COOLER L'aI ATED PANEL, COOK OR W G1 BY KEG. HA K-N COOLER INIERTOR OR EXTERIOR FQ SH BY KEG. RAISED CURB - REP. TO X' S9EF15 FOR DETAILS YW.L SELVES BY KEG_ OFFICE VEX NV OVER GAETS DAR TELEVISION MOD SHELF YNITH STRIiP L16HT I2 FAITH WAG OR ELECTRICAL PANE_ INTEIVOR MALL STOREFRONT PDIDOY1 NV &A7 5 NV WOOD FRAM[ MOTORIZED IVIV011 WADE POL15h1 D STA*ES6 STEEL HA'VRAR. JANITOR SW JAVTGR 5a3F BY KEG. 96N BY OMRER STEREO EGLATIENT BY OMR NEM CLOSET OR ?iLI ORK GA MET al.LEM BOARD Br OMER PAY 1PAY TRERIDe BY i EMPLOYEE TAE CLOCK BYO I EMPLOYEE U700325 Br KEG. RESTROP.4 ACCa6GRES AND EMPMENT. !ice TO MCA 9 M5 FOR DETN S MRAL BY O11NH2 OVER SMOOTH MILL Fi 15i ATM ACCESS LADDER BAR TELEV6ION BY OtIIER DECARATNE METAL WILL PROTECTOR BY 010 ER DEGORATIVT. PANDFAti•TED STENP AGN ORRC BY OMER. BASMOAR7 OR PECK 190.NTED B.EGTRIG HEATER REMOVABLE LIVOLSTMED GOLLY BY YOOO FA YCCATOR, FAI34IG BY OMER. TUMESCENT LT6HT BOX LI DM MORAINE 8165 I*TN.LED MGR TO DQYMILL OR BEAD SEAT 0.151304. WARM - NE F l TN- SCREEN MORAINE COQ1t 6I;AARDS Et(OYYIER RUC! !•06Th I FE® DIVV 60E6 - STx AWN 1206& FOR DETAILS! OWORATrVE 6RL! iiOQ( 9Y QMt+j',N6TM a) Br 6G. i t'VRAF- OR S 1 RDRAL F.� EXT.I61ISrER G#a■ET 'S1C6ERA rT T Vele iaaW ',SPLAYGAW BY KEG_ !EMI- ' D `• SP J A � Y � G y A p E ��� m PAND /'4`" S9 B� NR.� 5LV N M KRAL L!r F:Xr.FE 9'' OIR'3i M:QR02 M TH BEV LM 225E QtCIFE O k FOOD OR7R YEJ06 ■401TOR BY CV EE FIE ALARM HAMA. PL - DM6e3. FOR DEALS. FRE ALJIRK CEIIO=E AIW?iG'ATOQ - SEE EL.W. D066 FOR PETALS. )MLL YVA'S3 ALARe! SmcG= ARAM PORN - 5cz EEC_ . DADS. FGZ DEALS. moot Si ?Gr AND %% TM 1) ST CA WOW- - SEE EEG. 0006 FOR 0€TA1s x:-13 -A: - 5i* a. TE.S. FOR PETALS WAIL REMOT 5E15OQ - BIG DHSS. FOR MrALS DOOR AIM PLEM P..A• . - STT EEG MSS. FOR Ti5 a' 499 SOME BASE Tor-CRAM/F. !+ETN P.SPI.t E Br OMER CZ -o CXEStNi ADQM06O ; OLCPPAPE. COMM Ti r.4 ?S-FP FAA = !10 L ALL Cr E01)P .Eti?. ADO P.RNI „T2: 9Y Ol*EL2 iNE$6 0r 2 'O 9EET Pal AND !6:A rat ELEGMCA . MD ROC Sew-A L+A«1: ab 3. TO 9OT 0.00 FOR. TgratOR F2194 5CrELUE • • 17701 MITCHELL NORTH IRVINE, CA 92614 T E L (949) - 261 - 2602 FAX A X (949) -261-9614 11ESE ORAMIG$ PPEPAPEO BY HIE C EtstcaEFACTORY .ENGFOILTHIS PNOUEcTARE FORUSE SOLELYEIIHRESPECT TO 11116 PROJECT me moms OfENmSE PROYOTOTHC CI ESFWEFACTORY. C. SHIALBEMEIEOTIE AULHOROFTIESEOOQRIEIIiS/YOS IMI.MOW ALLCgaIONIAYS STATUTORY A.VOOLIpR MEWED RIOIIS. NOLUONG TIC COPVNGE. THESE ORAYMGSS11ALt NOT BEUSEOt OTHERS ONOTIER PROJECTS, FOR /COIIIOI TOMS PROJECT OR FOR OOM4E710N OF LOS PROLECI BY OTHER; FIr<1PT BV •CREELEM N T1FBTNG BY TIE CLLEESECFAE FACTORY. rc ISSUE SHEET TITLE INTERIOR EL-=VATIONS DESIGNER TCF DRAWN .11....144 QE LE R7��Dr"..Er SCALE 3/0'.= . �. DATE PRINTED - - PROGRESS PRINT 043 - agir X PLAN Cf£aC -= BO SET - �COl11STRUCTCIi SHEET NUVRER ID-4.10 OF SHEET'S V w 4' • • • 10111=1141-.•■■-••••1■10• ......._....� .._ .____ .:: x -_ _ - I.. .. -- . ..... _.- ......_ -.._. _�_--- ��_`d" �M•_ TI' w• • .- w...w- .......t •.w • • ./ 1 !' • • !ka 4'. . • (f) m rn H rn m t1 - •-- - MEMr-.■•.- - r,∎ w I1111014=-- =■•• - 4=0=00 IZ) g-ggiA lighP ( og6HAi Ili 1 001 V ist t / 0 a a r I 1 • a - - a a • 1' -9' 4 OF J•DOX ?ei 14'.3' 13'.6" 1 14'45 1 -0 . 0 « I' -9" a 11110441 1 014a00 g i 1141:gli. 1 01111 ; i 011; 0 f01 p 01 1 i$1'1' '1 [ 41 dfiii q s a 3 . o 6' 41 tr E €44:secakeTactoty I NEW RESTAURANT CONSTRUCTION WESTFIELD SOUTHCENTER MALL 230 STRANDER BLVD., TUKWILA, WA 98188 f t1. 2' -2" 3' -10" 41.0" J • t• 41.6. 8' -II" • Z' •9" C OF J •90X I. 133' -0" 13' •9" 13'.9. 13' 12' -II 3/4' 15' •0" 16'•6" 16'-0" x'•11 3/4" • r x eo A tp N 0 1 m co to N 0 db •„ 2'-0" L e4-5 11.3 E;► ►X4 4►4 ►D + 4 :• /�•4 :* ;. 4; *4r *1 5 4.45 4 54 14 L► **4:►sa 4l 44> 4 fa y "�t�`+k► f",� c� veo �� ►��►tln ►fa *44,in44 �► �> t ►W 4 - , A . * - ©* © *00© oe€ millilliii0;1 id ; 9 1 v xoll 44 4 1 1 1 1 i i' ' i 1 11 i 1 E i i 1 1 1 1 1 M v <0 m E f) >1 I N 0 02 4+. ©0000 L 1 g G E 0 0 i ii Ii i ij*i i i o; .8 WWII: 7 4' • • • 10111=1141-.•■■-••••1■10• ......._....� .._ .____ .:: x -_ _ - I.. .. -- . ..... _.- ......_ -.._. _�_--- ��_`d" �M•_ TI' w• • .- w...w- .......t •.w • • ./ 1 !' • • !ka 4'. . • (f) m rn H rn m t1 - •-- - MEMr-.■•.- - r,∎ w I1111014=-- =■•• - 4=0=00 IZ) g-ggiA lighP ( og6HAi Ili 1 001 V ist t / 0 a a r I 1 • a - - a a • 1' -9' 4 OF J•DOX ?ei 14'.3' 13'.6" 1 14'45 1 -0 . 0 « I' -9" a 11110441 1 014a00 g i 1141:gli. 1 01111 ; i 011; 0 f01 p 01 1 i$1'1' '1 [ 41 dfiii q s a 3 . o 6' 41 tr E €44:secakeTactoty I NEW RESTAURANT CONSTRUCTION WESTFIELD SOUTHCENTER MALL 230 STRANDER BLVD., TUKWILA, WA 98188 f t1. 2' -2" 3' -10" 41.0" J • t• 41.6. 8' -II" • Z' •9" C OF J •90X I. 133' -0" 13' •9" 13'.9. 13' 12' -II 3/4' 15' •0" 16'•6" 16'-0" x'•11 3/4" • r x eo A tp N 0 1 m co to N 0 db •„ 2'-0" L e4-5 11.3 E;► ►X4 4►4 ►D + 4 :• /�•4 :* ;. 4; *4r *1 5 4.45 4 54 14 L► **4:►sa 4l 44> 4 fa y "�t�`+k► f",� c� veo �� ►��►tln ►fa *44,in44 �► �> t ►W 4 - , A . * - ©* © *00© oe€ millilliii0;1 id ; 9 1 v xoll 44 4 1 1 1 1 i i' ' i 1 11 i 1 E i i 1 1 1 1 1 M v <0 m E f) >1 I N 0 02 4+. ©0000 L 1 g G E 0 0 A\ '42 Q© 1 I Mom li 7oT� I r Ha ifau p EXPO BITER SELF 5E DR- ELEVATION ELEVATION 4+0 OO © O O O 4 © 4' IE= l 0 ELEVATION SCALE TOKISTAR UGHRJG woo SIDE PANE. ALONG FERPEIER OF OCT KIM FR4iE DAKOTA MNHO%/WY 6RAN1E. 9/4' MK. ONO) VIOLETTA PARADI510 6RAME (AKA RED JAGARA VA MRAR01E) I' THICK ABSOLUTE BLACK 6R1WTE. B/4' MK. UROO. .FRUSAI.EH 60LP 13/4• POIJSFED FINISH PO5 CANTERS BAKERY COUNTER CHEFS COUNTER 6 V2' MK) DRONE ROOM TABLE TOPS PATIO TABLE TOPS ELEVATION ELEVATION ALL ITEMS FURNISHED BY 6DER#L COHVTRAGTOR UNLESS NOTED OTIL MISS. ELEVATION KEYNOTES MMORK PROVIDED BY KITCHEN EaMVJT CONTRAGTOR TURNS® BY OMR INSTALLED BY KITCHEN EOUPM3IT COMPACTOR V RK PROVIDED BY 613ERAL CONTRACTOR PURNSIEW BY Wet INSTALLED BY 6ecRt . CONTRACTOR FiIRN5IED NV INSTALLED BY OWER 8' 0061 STONE BIDE Y 2 P CA51W OR MOD TOP GAP M iLLMMORK V•6ROOVE T46 SUNS P951. STATION OR COUNTER DECORATNE MOOD COMM MTH COPPER DMDER STRP CURVED MOOD PNcL P4IL .1HORK LONN MALL 1300TH SEAMS N1H DECORATIVE BOOTH E1405 MOD GREOMW HOLDL% 6FR6 SOFFIT TRIM OR LIGHT COVE HOLDING 6FR6 DECORATIVE DOME 314' X I-1/2' BIDE 510E 6FR6 COUNT ENCLOSURE DECORATIVE LT6 4r FIXTURE BY OWE DECORATIVE ETGFED 6LASS OR DECORATIVE ETCHED MIRROR BY OMER 6RAMTE COMM BASE, OVER HOOD BOX BASE DECORATIVE METAL AND CLASS SHELF 6LA56 RACK 6RANITE COUNTER OR TABLE TOP. TABLE EWES BY OWER COVE TILE BASE 61i16 /M►VDOMM TRIM MURAL BY OM11+ER ON FLAT CE ILTW OR Gems SOFFIT MAIM mai TRACK LIGHTING. REF. TO D.E. G PASS. FOR 011.5. 1 SPECS. 9/3 HIVED GEILIW PANELS EG OSED CEILING - REF. TO ARCH- VMS_ WALL TILE FINISH STARLESS 5TH 13. GORIER 6UARD5 OR MALL GAPS BY KEG. STADLE55 51®. MALL FT.ASK% BY KEG. r , WALL FINISH WIRE PARTITION BY KEG. MOSNG TILE BY OMER. WALLED BY 6L. ELIASON 911161K5 DOOR BY KEG. STAINLESS STEEL DOOR GASMG BY KEG, INSTALLED BY 6c.. MOD DOOR OR MALL CFDWP6 N1H MOOD JAAMI3 MOOD PANT . STOREFRONT POOR - REF. TO ARC41. DWM65 FOR TYPE` DOOR HARDWARE. REF. TO AMCH. IRA/ 66 FOR DETAIL DECORATIVE DOOR A.115 EIY OMER DOOR VIEWER DECORATIVE FIBER6LAS6 COLUMN F1BER6 AS6 ENTRY PEDIMENT DOOR KICK PRATE OR PUSH PLATE: STOREFRONT MOON GLAZING AND FRAMS. REF. TO ARCH PLANS EHLJIC.K 6RAVTE AT FEDDIENT BASE FOOD 5E3RVIC.E EaAPMBNT BY KEG. REF. TO 'K' S1fE15 STA! LM 5183- FOOD SERVICE CONFERS BY KEG. DQHAUST HOOD - Tom. TO 'K' %EMS FOR DETAILS MMA_IG - COOLER IN9,LATED PAVE., DOOM OR MU'Irr7UMM BY KEG. MMALK -IV GOOIER RUMOR OR EXTERIOR FD3SSH BY KEG. RAISED CURB - REF. TO % SHEET'S FOR DETAILS 'NALL SHELVES BY K.E.C. OFFICE DESK MD OVER CABiTET5 BAR ?REVISION MOO SFE.F NTH SIRP LI611T UNDERICATFI R OG CR ELEG1TUCAL PAV EL. . LVIERIOR M NJ- STOREFRONT !K'1VOdifM NO 6LAZN6 WV WOOD FR&'. MOTOR/ZED WINDOW %ME MUSED STAQT_E56 STE8_ HANEQNL JAVMTOR 501( ..I NTOR SHELF BY KEG 5:6N BY CANER 5TBRE0 EGiiJPA NT E1Y arVER DISOE CLOSET OR KLDICRK CA8DET auEETLNH BOARD BY OMMAtR PAY TE LE PHOFE ETY 0A1■132 E3fLo 0 r T € CLOCK BY OMER D OYES LOCKERS BY KEG. RMIROOM AGGE5601 AND EiGUF MNT. RMR TO ARCIE %FMS FOR PETALS MRAL BY OMER OVER 94008H MALL MT.514 ATTIC A;Ge6 LADDER BOA W6031 BY OMER CaCRAT?VE :Eye. NALL FR W:GTOR BY OWi11ER DECORATIVE: HAVDPA37ED STENCIL ARMOR( BY OMER R BASEBOART7 CR DECK roxTED ELEGIRIG WATER REMWAELE IftiOLSTMED GT>P.G?i BY P1009 HOW- CATOR, FRG BY OMER. f UORESC 1i LJ6hT 60X IMER. D-GORATNE 6LA SS 16 TALLE CA PFCCR TO tRYN1l.L OR: VD SEAT 0.15104. D�- ..O!RATVE METAL SCNEEN D.I.ORAATVE CORNER 6UARD5 BY Or■ER. RLL I£6HT TEMPERED WM2 CLASS - SEE AMA VMS FOR MTNLS MORA, r _ 6231. MOW BY ortek D6TA:LE, BY 6G - IVAVTJQAI. CR 6tARDRAL FM EXTNSUSER C?&■ET fir. 687,Ard) Per...E'AVD'SC DISPLAY C BY KEG ETAL DSRAY CASE PANDPA V J 56N 6Y Ail{Ei Sr75PE1T» ?LIRA'. L76i?+ F.Xr BY O11MAc'R `...Q'ROR ism me.a) EDSE REGFE CR FOOD OR7R YEA\6 !.40MTCRB Y Gi6EQ FM ALARW :AMA- 'Ji. - MFG ONISS. FOR DE'TALS. 9 r_eNADIRMO - SEE MEG. DM1ffs.RRDE':AALS. IW.L M2J4 ALARM! STRCEE MOM -OCC4 -SEE P..M MSS_ FCR MTAL5 OW ER 91TO? PAD vAS D2•ER 51fi .GI- I.00ROL - 5M S.W. MI6S. =OR PETALS. - EEMOVAT - 513: E3. C VOSS FOR .7E 7 A1.5- WAG 50.G, E' SE■60R - SM EIEG a'166 FOR OVALS WM ORATOR Re? RAT. - SM EEG DMMfl. Fat PIS. 7 : • J WO 3.iC.OrArNE_ aE'TAL P.EPP.A c 3 O CCESI I A►DON E 0 TO.C.•PAVP. C.OVR7L 7074 TPS P FACER ATE R hi CFPCE 6 £\Y. ADD PRVIF,RE Ea ' O1IFE2 61t EW, o: 2. REFER TO9$T!C51 A O%S:A RIR ELWI.RCJIL AM PC LVE ><LOCA7Q 3. REFER TO 94E: O.O0 •pR FM94 5G•87L1.E 6:1 1TdrositTIMAVTst tM¢ItO nt3 17lby ML3Q7l100711.4S S17MIt 0t3 - 06gt11t TAM 019114E3 • s • • • T'-6' • • • : '! • • • • • : iC !! I 1 A ., • SS V • • • • • • • .• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • ‘• s. ..• s• • • • • • • • • • • • • • { • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •1 JJ I'-6' • • • • • • • • • • • • A LP--3 .• • • c• c� . - 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949)-261- 2602 FAX (949) -261-9614 w z J J 2 1. r z w U I 1- D 0 (1) 0 w LL (1) w Ran TED MAR 2 9 nil/ SHEET TITLE INTERIOR ELEVATIONS DESIGNER •rGF DRAWN J J4 DECKED D. ■#.00L ETG N SCALE 3/b'= - - DATE PRINTED PROGRESS PRAT - 1E-;3. • $ PMJAN CHECK 1343 SET - - -- --- -- - - - -- CORSTR:CTCK SHEET JU'.IRER ID-4.12 NMI foo 4' • • • I • 5 I 0 x _x.4.:.4.3 ...... ,IY _:a - . . . - ddddiol ..•_Y•••, q op. j-t- f _ _ _ ____ . .. __ ._______... 2..10- - — - r— _...Y. -_. -._.___ PI 44c,<> 41 4;1* a 4 +t1► RAM 41,4 4> r..4 4 ■ 4 1 4 4 ' , 7, 4 .::1* 4y �i+ Q <v414 4 5 41 : 4 <;`►<;► 4 .'► <5 4 . 4 * 1 ;v Ea s7 ►t 44 * 41`. 4,5 ^+ 40 <S►+,•! `, <`* : ►47;0. <<► "►< ►e; > C= + ytlt O t G * * © * ©©• 14'.!" _o• flirOP"0 o' 9 Ofig§011$1 Figeo0:(§gpio 0041. 041016q §t I toPi Ph s ff 1“ et O P } 31.6 sOD di 0 • 9 0 ti" 4 r N 9 " i IIHNL i R hgg A 6 , 11111411110/ 'Illi Rii /441 1 1 1 i 1 9 4 0 1 I P 11! Fill 11 1 i 2 i q -1 g I 11' 16'•6' I.6 a B 9 e 9 1g Wiii0011 glgOdildiooli 4 ill "1 ' 8 � Iffi 1111101;i 1 WI i g fi;D I 1 4 ; IMO a 1 g esecakeTactog I NEW RESTAURANT CONSTRUCTION WESTFIELD SOUTHCENTER MALL 230 STRANDER BLVD., TUKWILA, WA 98188 a m k r. CO up :°- a N et co CON 0) 0) •wo Co A 7,i ebligil qg _ illij ilibi m qfporipb imp! qm iII foo 4' • • • I • 5 I 0 x _x.4.:.4.3 ...... ,IY _:a - . . . - ddddiol ..•_Y•••, q op. j-t- f _ _ _ ____ . .. __ ._______... 2..10- - — - r— _...Y. -_. -._.___ PI 44c,<> 41 4;1* a 4 +t1► RAM 41,4 4> r..4 4 ■ 4 1 4 4 ' , 7, 4 .::1* 4y �i+ Q <v414 4 5 41 : 4 <;`►<;► 4 .'► <5 4 . 4 * 1 ;v Ea s7 ►t 44 * 41`. 4,5 ^+ 40 <S►+,•! `, <`* : ►47;0. <<► "►< ►e; > C= + ytlt O t G * * © * ©©• 14'.!" _o• flirOP"0 o' 9 Ofig§011$1 Figeo0:(§gpio 0041. 041016q §t I toPi Ph s ff 1“ et O P } 31.6 sOD di 0 • 9 0 ti" 4 r N 9 " i IIHNL i R hgg A 6 , 11111411110/ 'Illi Rii /441 1 1 1 i 1 9 4 0 1 I P 11! Fill 11 1 i 2 i q -1 g I 11' 16'•6' I.6 a B 9 e 9 1g Wiii0011 glgOdildiooli 4 ill "1 ' 8 � Iffi 1111101;i 1 WI i g fi;D I 1 4 ; IMO a 1 g esecakeTactog I NEW RESTAURANT CONSTRUCTION WESTFIELD SOUTHCENTER MALL 230 STRANDER BLVD., TUKWILA, WA 98188 a m k r. CO up :°- a N et co CON 0) 0) •wo Co A 7,i l j I 0 111"11 - 111 - g ig 111111111111 11111111111 N II I s I t f O In DIFFUSER PI/ BLACK POY PER GOAT FINISH 0 III K' A0CF-DWG5kRAwlitMI onstdw¢- TN►/'x.C4 14 dal, ammo, 11-5018 PS. 003 - Disspikt 75934 CirdL .pc3 00 III III • 0 I{� II� III III II! w ELEVATION 14 • • III TIM II • I. A • • w GUI 1)01-11q � P- 4 ) ELEVATION • IIIz1 fOR L R \r."7 1,1k4 --t SS • . J } .Jan`j:�..1‘ 1 utT eu w_DiNG DD SCALE I 3(6•4•-0► ELEVATION KEYNOTES WORK PROVIDED BY KITCHEN EQJPMENF CONTRACTOR FHJRM9ED BY OMR INSTALLED BY KITCHEN CG TRENT GONTRAGTOR WORK PROVIDED BY 6EI'tRAL CONTRACTOR FURNISHED BY MEER, INSTALLED BY 6D RAL CONTRACTOR FURNISHED AND INSTALLED BY OVEER ALL TIDO FURNISHED BY 684ERN- CONTRACTOR UNLESS NOTED OTHERMii5E. 6' NW STOKE BASE WOOD CAWS OR WOOD TOP GAP MILLIYORK V- 6ROOVE T46 5IDI% P_0s STATION OR COMER DECORATIVE WOOD COMM NTH COPPER DIVIDER STRIP GRVED WOOD PANEL MILLYIORK LONH POLL BOOTH SEATIN6 NTH DECORATNE BOOTH BIDS MOD CANN MOLDING 6FR6 SOFFIT TRIM OR LIGHT CAVE MOLDING 6FR&i DECORATIVE DONE 3/4' X 1-I/2' BASE SHOE 6FR6 MUM ENCLOSRE DECORATIVE LIGHT FIXTURE BY OMER DECORATIVE ETUWD 6LA55 OR DECORATIVE ETCHED MIRROR BY CATER 6RAN ITE GOLUMN BASE, OVER MOD BOX BASE DECORATIVE METAL. AND GLASS SHELF GLASS RACK 6RANIITE COUNTER OR TABLE TOP. TABLE BASES BY OMER DOVE TILE BASE 6FR6 WINDOM TRIM MURAL BY OMER ON FLAT GSM GR GEILIN6 SOFFIT MOTS S BENGH TRACK LIGHTING. REF. TO DEG. DYI6SS. FOR DTLS. I SPECS. SUSPENDED CEM PAWLS EXPOSED GEI AIS - REF. TO ARCH. DYES. WALL EWE FINISH STARLESS S1 . GORIER GUARDS OR WALL GAPS BY KEL. STARLESS S7®. WALL FLAMM BY KEG. FRP WALL FINISH WIRE PARTITION BY KEG. MLOSAIG TILE BY OMER INSTALLED BY 6G. aUVON 51111151145 DOOR BY KEG. STARLESS STEEL POOR GASRi6 BY KEG.. INSTALLED BY 6L. MOOD DOOR OR WALL OPDIN6 PITH WOOD JA143 WOW PANEL STOREFRONT DOOR - REF. TO ARCH. DNI65 FOR TYPE. DOOR HARDMARE. REF. TO ARLit ERMINES FOR DETAIL DT:GORAITVE DOOR RILLS BY OHMBR DOOR VIDER DECORATIVE FIBER6LA56 COURT RBER6LA5S ENTRY PEDR4341 DOOR KICK RATE OR PUSH PLATE STOREFRONT MOON SLAM& AND FRAvES. REF TO ARG H PLANS BLACK 6RAN TE AT F737I VfT BATE FOOD SERVICE EdJHPMENT BY K6G. REF. TO K' SETS STAILLE55 ST®.. FOOD SERVICE COMERS BY KEG. E GAU5T HOOD - REF TO K' SETS FOR PETALS MALK -01 COOLER II6LAQED PANEL, DOOR. OR F4100111 BY KEL. NNLK-I M COOLER INTERIOR OR ENTER= MASH BY KEG. RAISED CURB -REF. TO K' SHEETS FOR DETAILS MU- SHELVES BY KEG. OFFICE DESK AND OVER GARRETS BAR TELEVISION SCOP 5FB.F NTH STRIP L1614f HIEATH *FAG OR BEGIRIGAL PANS. NTBZiOR HALL STOREFRONT /WOK A247 6LAZN3 YV MOD FRAME MOTORIZED YDVEY4 SHADE POLISHED STARLESS ST:B. HANDRAIL JANITOR 5LMC .94TCR star BY KEG. 96N BY ONiNIER STEREO EGUIRENT BY CANNER MEADE CLOSET OR MOOR( CA5 BALM BOARD BY 0111432 PAY TELEPHONE BY 011432 041.17(ff TIM CLOCK BK OMR EVELOrEE LOCKERS BY KEL. RiSTROOM AGGE6ORrES MD 601JR. 1T. RD'Ot TO ARCH. SEEM FOR DETAILS MURAL BY OMER OVER SMOOTH MALL RNSH ATTIC ACCESS LADDER BAR TELEVISOR BY 061/02 DECORATIVE }FETAL YIP LL PROTECTOR BY OffeE R MORAINE H+ANDPANTED STE GIL ARTVORIC BY OMER BASEBOARD OR DrGK MOAN B, B. *EATER RL3•01/AELE U'HGLSI GJ5e3O0N B'' MOOD FA RGATOR FAERG BY CAPER. RITORESCONT LJ6HfW BOX tiVE t DF.C,GRAT NE 6LA56 MULLED PRRiOR TO DRYWALL OY moo SEAT C8 G & DF'GORATNVE MTAL. SCREEN EECORATNE CORNER 6TAND BY 0/6E R. FILL I$6H+i TEN DIVOSt GLASS - AWN EV456 FOR DETAILS . DF.C.ORATTVE 6H28.L PORG BY QOM INSTALLED BY 6G. NO Ai OR 6tIARDRA1. F.SE MM US-ER G131ET MOS R 6ERAa "FRCJ'iMF)SE VSPLAY CAW BY KEG SAE DSP.AYCASE FNMA-VW 5614 BY OY4tER a K RAL 1.19:T FIXPJM BY CANER x_ZROR PITH BEVELED D RECIPE OR FOOD OICER VER 6 NONITCR BY OMER. FR` /LAW YAWL P.JI.L - 5H= 35G *JASS FOR DE':ALS tip ALARN( SGTE ANr�T��ipA,CIATCR - SLE 5 C. DP66 FO DETA+S. 'U s: MALL ALJIRKS RON ANINCR FIR%- SM SIG. DY16 FOR DEALS D3? ER 98 MD Ml6 ER DMER 95TO GAOL - SEE 3.L 17/166 FOR CRAMS. :r,ET6+TS'A T - 5ff EEC DOW'S FOR i7F'ALS WAG , Si=�NECR - EEG I OE6 FOR DETAL5 DOOR O :CRRS? RAT. - SE .EC Dn16S For ans. zr figi 5-0€ EWE or-VE Mx P.SIP.A E BY Chet C AYAO,YH 52 TQ,GPANEL C H►'N2CL /6111 TPS-Ro FAt23'LJI: c t_ j -L O¢GE MUR AND ROZ4 J€ BY OHS L1tESS GT SPECf'£J. 2 IIMIt TO 9.11T MI AND fa :A FOR aEGi c NO MO* LANE ROir6 Nf LOCArCNS 3. RIM TO 9E: O-OD FOR !E'ER:OR FrNS! SC, EDULf S i 17701 MITCHELL NORTH IRVINE, CA 92614 T E L (949) - 261 - 2602 FAX (949) - 261 - 9614 LOCATION W Z REMED CIIYCFT,. - - MAR 29 7601 PSNIrCefias SHEET TITLE INTIEIWOR ELEVATIOXS DESIGNER TGr ORAJAN J Jet CHECKED. D. 3f ���!DO .ETONI SCALE : — J • DATE PRINTED Fl OGIEss PRINT BO SET OCINSTRUCTON SHEET 1NIJ YBER ID -4.14 OF SEEETS 230 STRANDER BLVD., TUKWILA, WA 98188 CONSTRUCTION RESTAURANT 111111111111 11111111111 N II I s I t f O In DIFFUSER PI/ BLACK POY PER GOAT FINISH 0 III K' A0CF-DWG5kRAwlitMI onstdw¢- TN►/'x.C4 14 dal, ammo, 11-5018 PS. 003 - Disspikt 75934 CirdL .pc3 00 III III • 0 I{� II� III III II! w ELEVATION 14 • • III TIM II • I. A • • w GUI 1)01-11q � P- 4 ) ELEVATION • IIIz1 fOR L R \r."7 1,1k4 --t SS • . J } .Jan`j:�..1‘ 1 utT eu w_DiNG DD SCALE I 3(6•4•-0► ELEVATION KEYNOTES WORK PROVIDED BY KITCHEN EQJPMENF CONTRACTOR FHJRM9ED BY OMR INSTALLED BY KITCHEN CG TRENT GONTRAGTOR WORK PROVIDED BY 6EI'tRAL CONTRACTOR FURNISHED BY MEER, INSTALLED BY 6D RAL CONTRACTOR FURNISHED AND INSTALLED BY OVEER ALL TIDO FURNISHED BY 684ERN- CONTRACTOR UNLESS NOTED OTHERMii5E. 6' NW STOKE BASE WOOD CAWS OR WOOD TOP GAP MILLIYORK V- 6ROOVE T46 5IDI% P_0s STATION OR COMER DECORATIVE WOOD COMM NTH COPPER DIVIDER STRIP GRVED WOOD PANEL MILLYIORK LONH POLL BOOTH SEATIN6 NTH DECORATNE BOOTH BIDS MOD CANN MOLDING 6FR6 SOFFIT TRIM OR LIGHT CAVE MOLDING 6FR&i DECORATIVE DONE 3/4' X 1-I/2' BASE SHOE 6FR6 MUM ENCLOSRE DECORATIVE LIGHT FIXTURE BY OMER DECORATIVE ETUWD 6LA55 OR DECORATIVE ETCHED MIRROR BY CATER 6RAN ITE GOLUMN BASE, OVER MOD BOX BASE DECORATIVE METAL. AND GLASS SHELF GLASS RACK 6RANIITE COUNTER OR TABLE TOP. TABLE BASES BY OMER DOVE TILE BASE 6FR6 WINDOM TRIM MURAL BY OMER ON FLAT GSM GR GEILIN6 SOFFIT MOTS S BENGH TRACK LIGHTING. REF. TO DEG. DYI6SS. FOR DTLS. I SPECS. SUSPENDED CEM PAWLS EXPOSED GEI AIS - REF. TO ARCH. DYES. WALL EWE FINISH STARLESS S1 . GORIER GUARDS OR WALL GAPS BY KEL. STARLESS S7®. WALL FLAMM BY KEG. FRP WALL FINISH WIRE PARTITION BY KEG. MLOSAIG TILE BY OMER INSTALLED BY 6G. aUVON 51111151145 DOOR BY KEG. STARLESS STEEL POOR GASRi6 BY KEG.. INSTALLED BY 6L. MOOD DOOR OR WALL OPDIN6 PITH WOOD JA143 WOW PANEL STOREFRONT DOOR - REF. TO ARCH. DNI65 FOR TYPE. DOOR HARDMARE. REF. TO ARLit ERMINES FOR DETAIL DT:GORAITVE DOOR RILLS BY OHMBR DOOR VIDER DECORATIVE FIBER6LA56 COURT RBER6LA5S ENTRY PEDR4341 DOOR KICK RATE OR PUSH PLATE STOREFRONT MOON SLAM& AND FRAvES. REF TO ARG H PLANS BLACK 6RAN TE AT F737I VfT BATE FOOD SERVICE EdJHPMENT BY K6G. REF. TO K' SETS STAILLE55 ST®.. FOOD SERVICE COMERS BY KEG. E GAU5T HOOD - REF TO K' SETS FOR PETALS MALK -01 COOLER II6LAQED PANEL, DOOR. OR F4100111 BY KEL. NNLK-I M COOLER INTERIOR OR ENTER= MASH BY KEG. RAISED CURB -REF. TO K' SHEETS FOR DETAILS MU- SHELVES BY KEG. OFFICE DESK AND OVER GARRETS BAR TELEVISION SCOP 5FB.F NTH STRIP L1614f HIEATH *FAG OR BEGIRIGAL PANS. NTBZiOR HALL STOREFRONT /WOK A247 6LAZN3 YV MOD FRAME MOTORIZED YDVEY4 SHADE POLISHED STARLESS ST:B. HANDRAIL JANITOR 5LMC .94TCR star BY KEG. 96N BY ONiNIER STEREO EGUIRENT BY CANNER MEADE CLOSET OR MOOR( CA5 BALM BOARD BY 0111432 PAY TELEPHONE BY 011432 041.17(ff TIM CLOCK BK OMR EVELOrEE LOCKERS BY KEL. RiSTROOM AGGE6ORrES MD 601JR. 1T. RD'Ot TO ARCH. SEEM FOR DETAILS MURAL BY OMER OVER SMOOTH MALL RNSH ATTIC ACCESS LADDER BAR TELEVISOR BY 061/02 DECORATIVE }FETAL YIP LL PROTECTOR BY OffeE R MORAINE H+ANDPANTED STE GIL ARTVORIC BY OMER BASEBOARD OR DrGK MOAN B, B. *EATER RL3•01/AELE U'HGLSI GJ5e3O0N B'' MOOD FA RGATOR FAERG BY CAPER. RITORESCONT LJ6HfW BOX tiVE t DF.C,GRAT NE 6LA56 MULLED PRRiOR TO DRYWALL OY moo SEAT C8 G & DF'GORATNVE MTAL. SCREEN EECORATNE CORNER 6TAND BY 0/6E R. FILL I$6H+i TEN DIVOSt GLASS - AWN EV456 FOR DETAILS . DF.C.ORATTVE 6H28.L PORG BY QOM INSTALLED BY 6G. NO Ai OR 6tIARDRA1. F.SE MM US-ER G131ET MOS R 6ERAa "FRCJ'iMF)SE VSPLAY CAW BY KEG SAE DSP.AYCASE FNMA-VW 5614 BY OY4tER a K RAL 1.19:T FIXPJM BY CANER x_ZROR PITH BEVELED D RECIPE OR FOOD OICER VER 6 NONITCR BY OMER. FR` /LAW YAWL P.JI.L - 5H= 35G *JASS FOR DE':ALS tip ALARN( SGTE ANr�T��ipA,CIATCR - SLE 5 C. DP66 FO DETA+S. 'U s: MALL ALJIRKS RON ANINCR FIR%- SM SIG. DY16 FOR DEALS D3? ER 98 MD Ml6 ER DMER 95TO GAOL - SEE 3.L 17/166 FOR CRAMS. :r,ET6+TS'A T - 5ff EEC DOW'S FOR i7F'ALS WAG , Si=�NECR - EEG I OE6 FOR DETAL5 DOOR O :CRRS? RAT. - SE .EC Dn16S For ans. zr figi 5-0€ EWE or-VE Mx P.SIP.A E BY Chet C AYAO,YH 52 TQ,GPANEL C H►'N2CL /6111 TPS-Ro FAt23'LJI: c t_ j -L O¢GE MUR AND ROZ4 J€ BY OHS L1tESS GT SPECf'£J. 2 IIMIt TO 9.11T MI AND fa :A FOR aEGi c NO MO* LANE ROir6 Nf LOCArCNS 3. RIM TO 9E: O-OD FOR !E'ER:OR FrNS! SC, EDULf S i 17701 MITCHELL NORTH IRVINE, CA 92614 T E L (949) - 261 - 2602 FAX (949) - 261 - 9614 LOCATION W Z REMED CIIYCFT,. - - MAR 29 7601 PSNIrCefias SHEET TITLE INTIEIWOR ELEVATIOXS DESIGNER TGr ORAJAN J Jet CHECKED. D. 3f ���!DO .ETONI SCALE : — J • DATE PRINTED Fl OGIEss PRINT BO SET OCINSTRUCTON SHEET 1NIJ YBER ID -4.14 OF SEEETS 230 STRANDER BLVD., TUKWILA, WA 98188 CONSTRUCTION RESTAURANT V V �I ■�1I � - 1111 I I I I I I I . ..___. _ 'tinr-. • _. . -. il .ter. III II I I _I I I■!HI 1 '. • . \ i !MINIM 1M ,1 I I 1 I n dil1 ■1■1111.MMMIIili■w MI V �I ■�1I n \ / \ / \ / \ / \\ // III 1111 I I I I I I I I I il C IS a III II I I _I I I■!HI 1 '. • . \ i !MINIM 1M ,1 I I 1 I n dil1 ■1■1111.MMMIIili■w MI �I I I CI n \ / \ / \ / \ / \\ // I I I I I • _i il C IS a III I I I _I I I■!HI 1 '. • i !MINIM 1M f 00 k ELEVATION - MEN'S RESTROOM !LOOM 5!E ARCH. 17146. FOR FILM 1115 FIXTURE?ra a RESTROOM AGGE56o s 1W I 1 MMOULDIN6I f � i ELEVATION - MEN'S RESTROOM - ±1 . t - . W 1_ 1 I 1 SGALE 3/8' =1'-0• SGALE 6- FCM6StTJ104 st 4TiP'wsts S-10 Cog 03127i 2CW 11-51:59 - 015•RXT 75504 C1191 'I P -I !PS 10 ADA • ; GzA6<,5G TRAY !E FILER PcCE O&M) iRTIAL TILL (NV; Fad 7V •7)47 'QAVall1E WO FL L.02 CCM • A7A R.NAL r•FIE FU ER RO16 • NON ?OA :U9.1 Ate. DRP41065 FOR P.i7+6Ml5 FIX SP.Cs. term. - TYPICAL MOLL TILE roam S G A L E • HENS IIL51ROOb4 MINN. t err =• -► . • R/R PARTITION PR ELEVATION - RESTROOM ENTRY VESTIBULE 1 110-2 1 - 1\ ELEVATION - MEN'S RESTROOM :1 01 SGALE 5/0• =r-O• 6RANITE TOP 1 FASCIA SEE LAV. RAN DETAIL. ELEVATION - MEN'S RESTROOM SGALE 3/8 =1-0' m a °AMY, RR Fes: ST3 9 11!' 4.E1 FEf.E56 PENNY ROADS sa'ITTPi . env Rovers 114' lira) bT4 11 ITO R9. Fli91 MEVS 3' -9' 91R' -�I t 3' /IMES'S RR F:O 4 1 LP-I l0 94. .11.• •.L.•:•,•. •A• •:•:• :I,:•+ 114: 9:4W 74',11:41:04:0:0:11W• 1.1'...1•..... •.11W Pos u■ IEL ELEVATION - MENDS RESTROOM VU- SGALE 3/W=.1•-0' I ,145 6R01,1 PER NAVFAC.:J4:3ts REDO Ar Ok DETAIL - MALL / PENNY TILE t �`'' ■ ■ / / - ARCH. MI6. FOR PLUt•8516 FIXTURES 1 RESTROOM AGCEr:50QE5 11� ELEVATION ENTRY VESTIBULE i v:= SGALE '!10 -0' R/R PARTITION BY 6.G. SEE ARM VMS. FOR DETAILS SGALE 3/6' =1•-0• SEE AQLIL DIA6. FOR PLUMBING F1XILRE5 4 RemooM PCGESSORPES ELEVATION - MEN'S RESTROOM 12 R/R PARTITION BY 6.C. SEE ARCH. I DYi65_ FOR DETAAS ELEVATION - ME■'S RESTROOM R/R Y4ALL SGOIC.E BY OMER 5-1 I I LP -1 1 u SGALE 3/8•=Ito• I :6T/ILL GOA= 1074 01 TIE .` 5tRFACE CF T'•E 714•et Q.05ET DOOR a 1934 APO 7T04 YS RELIC SIMIVOCK 2 MULL SI'f.OID i07C • .46• A FAJCPLAW REST ROCK 5� 11►i OETJ - TYPICAL PINIR01014 S GAL E COAT NO K INSTALLATION I w=r-o '•ADA SIGN • . (OFGU'.. 1 1 EMI 24564' MIRROR 4 FRAME SGALE 3/8' =l=0• CALLLL SU:1 Cz /KRIS OE 12: A FALL• 9-3 Co, OR TO° ALUM FA5OA .. P -I 13 it 4I ti = rAesrG."'•' atSTr,E _ 5481 KAY T -4• ! TC.1 X • awe: i.7�!! i U PER 44 : LOCI - , M5404661 1 VVV i 1 •1 ; 1� ELEVATION - RESTROOM ENTRY VESTIBULE 1 .1 -- 11;1111•111 11 II 1 PIVJI �4iiIL1 11 1 ri !lal4H.NE1Efi■ h Ii• ii 11 tiFa•fiNI ELEVATION - MEN'S RESTROOM ELEVATION - MEN'S RESTROOM DOTI) 1 '= • IP• e • 1 1 ROOD GRONA MOIED,l46 veJ2FY (Y CQMBR a7DTmI ADA SIGN (OFGU • RIR PARTITION STONE SASE pia 2; .. v.WIL■44 SEE ARCH. DWG. FOR PLIA4NNS FIXTURES 1 RESTRDO 4 ACCESSORIES ` AQGI•L OM FOR RJ1H43IN6 mums 1 36 i1AX 1 R!R AGGE6ORIE5 TOILET PAFER Numeem OR a 1 lT 1V SGALE 3(11' =1' -d' SGALE I 3/8' =1•-a• SCALE 3 318• =1'•O• SGALE NOME: f 7r..4 CR V 14 tae,-s SIESrRoom r£NCS S5 !Mt JC+CE5 5 W4 r-tr:' 41.1564 TRN4'Q'i�E FMCS lit'P) imo ij MOOD CROON MOULDING PEAIESTC :MDR. STYLE •Arl VerrIER CF FEAR- $e L MAY: 7-6• X 5.O". 3C5-XT1 e660 DETAIL - 1 SGALE ET mil 1 , '1a -0► 1 PS [PRI le 1 l ELEVATION ENTRY VESTIBULE SEE ARGL Mb. FOR PUMA* FIXTLRES e RESTROOM ACCESSORIES ELEVATION - MEN'S RESTROOM SEE ARCH DM. FOR PLUMBeN6 FIXILRES 4 RESTROOM ACGEES6OR.. ELEVATION - MEN'S RESTROOM R/R PARTITION 61 •1 SGALE 3/8• =1'-0' SGALE 3/8•=P'-o• SGALE 56' =1•-0• Z;_V FG - 7N . • t• • 15 4 L ; : ' / v: iiti =• •- SLIWII G '.'rti':SIC Ill L YIG-1 WG-2 LANARK MAR41E56A 1.2 - 140-13 COLOR GOLDEN 6415 RESTWOOM 4 FAMILY RESTRCOM) 1611i bT 6T 3 6T 4 6T 5 61 6 r e i MIS 4 FAMILY RR EiNeLEO WALLGOVERINIS LANARK BRV5W4ORK LI- U/1 -21 COLOR- CHABLIS (MORNS RESTROOM) WALL TILE I X 12. x 3/8• NORM GLASF. is TRAVENTSE; HONED 4 FILLED EAR TILE 1 X 12° GI6ARO LINED ANCIENT 1UMf.ED BE16E CLASSIC SPED CERAMGS MESH MOLIITED 314' DIA X WPM"( ROW DOLOR 1s -•2695 (6OLD) (DENS RESTROOM 4 FAMILY RESIROC.0 SPEC CERAMICS MESH WONTED 3/4' DNA x IiW PONY ROM S, COLOR 115L. -2635 (OFF $N1!) &aims RE5TRO01'U WTERGERAMIG TILE 4A3464T; 4-114' X 6' FLAT TOP 61.056 BLACK FROM THE BOLD TOMES COLLECTION 24- 503.5500 &ROUT TO BE LATICRETE BLACK NUMBER NOT USER 6RANITI FIMORE 'OHO VE CHIO' RI1O 12x12 POLISHED. GROUT IF APPLICABLE TO BE LATICRETE 190 LI6HT PEWTER Z.ATAPDXY' EPDXY GROUT SP100 (61-14). HAVER NOT IRS®. DAL TILE 6LANED WALL Ti1E, COLOR aC,8A 611650/16' UM. DAL TILE GLAZED WALL TALE, COLOR 4:b5, 6'X69(5116' THICK RAVER RN LTIILE BASE, COLOR 4180, 6 THICK .AVER P WM. 17 X 12' X 3/8' INDIANA LIMESTONE 12• X IT X 3/8' DAKOTA HANDSAW. 6ROUT r APPUGABLE TO BE LATICRETE *45 RAVEN (61 -13). INDIANA BUFr LJMESTOIE SLAB, 3/4• THICK GUT TO SIZE FOR EX19it0R WALL PO45N AFFIXATION, MTN BRICK FACIfi6. FOR ALTERNATING HORIZONTAL BAND ON EXT.. FINISH. OJT TO 9524' SEE ELEVATIONS A55, A5J I SILVERT3ROCK" SLATE T1LE . 3/8' THICK x 9' x 17. CUT TO 512E FOR EXTERIOR WALL FINISH APPLICATION. CM 'ZODIAC VERDE'. 17 X 12' X 3/6' THICK, NATURAL EXTIER/OR FINISH APRIGATIOK AVAILABLE FROM CREATIVE MATERIALS GORPCRTATIONSk ON 452 -4614. 6RCUr TO BE LATIGRE1E, MDN116HT BLACK 122. MAPE1 - KERAPIOXY TERRAGOTA 431 LATICRETE MID?l61IT BN.KCK *22 LATIGRETE A L)4010 1 65 CUSTOM OLDib PRODUCTS LIJTIOZGREAM 417 LATICRETE SILVER 94ADOFE 488 LATICRETE PLATINii 4 42 LATICRETE PARO&ENT 461 . • A 'd I GROUT FINISHES EVE. RUES - C' PENNY IS:AG i 04E ROD CF _ PENNY WP CS REaSSED t Y4• (5 P..JGcs/ 1 ±LI s 6T 9 171 6T 31 6T 161 1 161 1 NOTE INSTALL 6ROJT PER MALFACT1 RS frt:CCHMEICIATION. LATICRETE SA.TILLO 1 42 LATICRETE MEIROOM 4 LATICRETE ANTIQUE VIIUUE 1 23 NUMBER NOT USED LATICRETE SAID BEI6E 1 30 LATICRETE RAVEN 445 LATICRE1E -1-161.1F PEWTER 140 1ATAPDXY' EPDXY GROUT 9 100 ' - i Vr CLASSY.; . TRA11361e FRA PE. FFELD GUT BY CLC. 56 RESTROOM ASSO Rw5 0000( ELEVATION - MEN'S RESTROOM 1 SGALE 1 15 1 OEfAIL - TRAVERTINE PRAM I s G A L r A avi =stor 1 STAN. 5 5TM.1a5TROOM x.GLSOwes s -o: wogs RM ww. Me DETAIL - PUBLIC RESTROOM WALL TILE FINISHES i • `- B 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949) - 261 - 2602 FAX (949) -261-9614 W Z J 2 LJ. w 1'- Z w 0 I 1 0 0 J w IL w REGEr. D0 R4R 29 7307 SHEET TITLE INTQIOR ELEVAT!O R.- TR OM OESPGNER TGF DRAWN J1; p- .M CHE4]oo_ D "eV SCALE 31>5' = -0' DATE PRINTED PROGRESS FR211 ea-23-3661 PUU4 CHECK 6o SET _._.._may ... . _ _ CON5TRUCTO N SHEET `JUG; REP ID -5.10 OF SHEETS CZ TTIXDOIA® CX) CXXX)® 230 STRANDER BLVD., TUKWILA, WA 98188 CONSTRUCTION RESTAURANT �I I I CI n \ / \ / \ / \ / \\ // I I I I I 7 I I Idl I 'NIA MI MO MIMM - , f 00 k ELEVATION - MEN'S RESTROOM !LOOM 5!E ARCH. 17146. FOR FILM 1115 FIXTURE?ra a RESTROOM AGGE56o s 1W I 1 MMOULDIN6I f � i ELEVATION - MEN'S RESTROOM - ±1 . t - . W 1_ 1 I 1 SGALE 3/8' =1'-0• SGALE 6- FCM6StTJ104 st 4TiP'wsts S-10 Cog 03127i 2CW 11-51:59 - 015•RXT 75504 C1191 'I P -I !PS 10 ADA • ; GzA6<,5G TRAY !E FILER PcCE O&M) iRTIAL TILL (NV; Fad 7V •7)47 'QAVall1E WO FL L.02 CCM • A7A R.NAL r•FIE FU ER RO16 • NON ?OA :U9.1 Ate. DRP41065 FOR P.i7+6Ml5 FIX SP.Cs. term. - TYPICAL MOLL TILE roam S G A L E • HENS IIL51ROOb4 MINN. t err =• -► . • R/R PARTITION PR ELEVATION - RESTROOM ENTRY VESTIBULE 1 110-2 1 - 1\ ELEVATION - MEN'S RESTROOM :1 01 SGALE 5/0• =r-O• 6RANITE TOP 1 FASCIA SEE LAV. RAN DETAIL. ELEVATION - MEN'S RESTROOM SGALE 3/8 =1-0' m a °AMY, RR Fes: ST3 9 11!' 4.E1 FEf.E56 PENNY ROADS sa'ITTPi . env Rovers 114' lira) bT4 11 ITO R9. Fli91 MEVS 3' -9' 91R' -�I t 3' /IMES'S RR F:O 4 1 LP-I l0 94. .11.• •.L.•:•,•. •A• •:•:• :I,:•+ 114: 9:4W 74',11:41:04:0:0:11W• 1.1'...1•..... •.11W Pos u■ IEL ELEVATION - MENDS RESTROOM VU- SGALE 3/W=.1•-0' I ,145 6R01,1 PER NAVFAC.:J4:3ts REDO Ar Ok DETAIL - MALL / PENNY TILE t �`'' ■ ■ / / - ARCH. MI6. FOR PLUt•8516 FIXTURES 1 RESTROOM AGCEr:50QE5 11� ELEVATION ENTRY VESTIBULE i v:= SGALE '!10 -0' R/R PARTITION BY 6.G. SEE ARM VMS. FOR DETAILS SGALE 3/6' =1•-0• SEE AQLIL DIA6. FOR PLUMBING F1XILRE5 4 RemooM PCGESSORPES ELEVATION - MEN'S RESTROOM 12 R/R PARTITION BY 6.C. SEE ARCH. I DYi65_ FOR DETAAS ELEVATION - ME■'S RESTROOM R/R Y4ALL SGOIC.E BY OMER 5-1 I I LP -1 1 u SGALE 3/8•=Ito• I :6T/ILL GOA= 1074 01 TIE .` 5tRFACE CF T'•E 714•et Q.05ET DOOR a 1934 APO 7T04 YS RELIC SIMIVOCK 2 MULL SI'f.OID i07C • .46• A FAJCPLAW REST ROCK 5� 11►i OETJ - TYPICAL PINIR01014 S GAL E COAT NO K INSTALLATION I w=r-o '•ADA SIGN • . (OFGU'.. 1 1 EMI 24564' MIRROR 4 FRAME SGALE 3/8' =l=0• CALLLL SU:1 Cz /KRIS OE 12: A FALL• 9-3 Co, OR TO° ALUM FA5OA .. P -I 13 it 4I ti = rAesrG."'•' atSTr,E _ 5481 KAY T -4• ! TC.1 X • awe: i.7�!! i U PER 44 : LOCI - , M5404661 1 VVV i 1 •1 ; 1� ELEVATION - RESTROOM ENTRY VESTIBULE 1 .1 -- 11;1111•111 11 II 1 PIVJI �4iiIL1 11 1 ri !lal4H.NE1Efi■ h Ii• ii 11 tiFa•fiNI ELEVATION - MEN'S RESTROOM ELEVATION - MEN'S RESTROOM DOTI) 1 '= • IP• e • 1 1 ROOD GRONA MOIED,l46 veJ2FY (Y CQMBR a7DTmI ADA SIGN (OFGU • RIR PARTITION STONE SASE pia 2; .. v.WIL■44 SEE ARCH. DWG. FOR PLIA4NNS FIXTURES 1 RESTRDO 4 ACCESSORIES ` AQGI•L OM FOR RJ1H43IN6 mums 1 36 i1AX 1 R!R AGGE6ORIE5 TOILET PAFER Numeem OR a 1 lT 1V SGALE 3(11' =1' -d' SGALE I 3/8' =1•-a• SCALE 3 318• =1'•O• SGALE NOME: f 7r..4 CR V 14 tae,-s SIESrRoom r£NCS S5 !Mt JC+CE5 5 W4 r-tr:' 41.1564 TRN4'Q'i�E FMCS lit'P) imo ij MOOD CROON MOULDING PEAIESTC :MDR. STYLE •Arl VerrIER CF FEAR- $e L MAY: 7-6• X 5.O". 3C5-XT1 e660 DETAIL - 1 SGALE ET mil 1 , '1a -0► 1 PS [PRI le 1 l ELEVATION ENTRY VESTIBULE SEE ARGL Mb. FOR PUMA* FIXTLRES e RESTROOM ACCESSORIES ELEVATION - MEN'S RESTROOM SEE ARCH DM. FOR PLUMBeN6 FIXILRES 4 RESTROOM ACGEES6OR.. ELEVATION - MEN'S RESTROOM R/R PARTITION 61 •1 SGALE 3/8• =1'-0' SGALE 3/8•=P'-o• SGALE 56' =1•-0• Z;_V FG - 7N . • t• • 15 4 L ; : ' / v: iiti =• •- SLIWII G '.'rti':SIC Ill L YIG-1 WG-2 LANARK MAR41E56A 1.2 - 140-13 COLOR GOLDEN 6415 RESTWOOM 4 FAMILY RESTRCOM) 1611i bT 6T 3 6T 4 6T 5 61 6 r e i MIS 4 FAMILY RR EiNeLEO WALLGOVERINIS LANARK BRV5W4ORK LI- U/1 -21 COLOR- CHABLIS (MORNS RESTROOM) WALL TILE I X 12. x 3/8• NORM GLASF. is TRAVENTSE; HONED 4 FILLED EAR TILE 1 X 12° GI6ARO LINED ANCIENT 1UMf.ED BE16E CLASSIC SPED CERAMGS MESH MOLIITED 314' DIA X WPM"( ROW DOLOR 1s -•2695 (6OLD) (DENS RESTROOM 4 FAMILY RESIROC.0 SPEC CERAMICS MESH WONTED 3/4' DNA x IiW PONY ROM S, COLOR 115L. -2635 (OFF $N1!) &aims RE5TRO01'U WTERGERAMIG TILE 4A3464T; 4-114' X 6' FLAT TOP 61.056 BLACK FROM THE BOLD TOMES COLLECTION 24- 503.5500 &ROUT TO BE LATICRETE BLACK NUMBER NOT USER 6RANITI FIMORE 'OHO VE CHIO' RI1O 12x12 POLISHED. GROUT IF APPLICABLE TO BE LATICRETE 190 LI6HT PEWTER Z.ATAPDXY' EPDXY GROUT SP100 (61-14). HAVER NOT IRS®. DAL TILE 6LANED WALL Ti1E, COLOR aC,8A 611650/16' UM. DAL TILE GLAZED WALL TALE, COLOR 4:b5, 6'X69(5116' THICK RAVER RN LTIILE BASE, COLOR 4180, 6 THICK .AVER P WM. 17 X 12' X 3/8' INDIANA LIMESTONE 12• X IT X 3/8' DAKOTA HANDSAW. 6ROUT r APPUGABLE TO BE LATICRETE *45 RAVEN (61 -13). INDIANA BUFr LJMESTOIE SLAB, 3/4• THICK GUT TO SIZE FOR EX19it0R WALL PO45N AFFIXATION, MTN BRICK FACIfi6. FOR ALTERNATING HORIZONTAL BAND ON EXT.. FINISH. OJT TO 9524' SEE ELEVATIONS A55, A5J I SILVERT3ROCK" SLATE T1LE . 3/8' THICK x 9' x 17. CUT TO 512E FOR EXTERIOR WALL FINISH APPLICATION. CM 'ZODIAC VERDE'. 17 X 12' X 3/6' THICK, NATURAL EXTIER/OR FINISH APRIGATIOK AVAILABLE FROM CREATIVE MATERIALS GORPCRTATIONSk ON 452 -4614. 6RCUr TO BE LATIGRE1E, MDN116HT BLACK 122. MAPE1 - KERAPIOXY TERRAGOTA 431 LATICRETE MID?l61IT BN.KCK *22 LATIGRETE A L)4010 1 65 CUSTOM OLDib PRODUCTS LIJTIOZGREAM 417 LATICRETE SILVER 94ADOFE 488 LATICRETE PLATINii 4 42 LATICRETE PARO&ENT 461 . • A 'd I GROUT FINISHES EVE. RUES - C' PENNY IS:AG i 04E ROD CF _ PENNY WP CS REaSSED t Y4• (5 P..JGcs/ 1 ±LI s 6T 9 171 6T 31 6T 161 1 161 1 NOTE INSTALL 6ROJT PER MALFACT1 RS frt:CCHMEICIATION. LATICRETE SA.TILLO 1 42 LATICRETE MEIROOM 4 LATICRETE ANTIQUE VIIUUE 1 23 NUMBER NOT USED LATICRETE SAID BEI6E 1 30 LATICRETE RAVEN 445 LATICRE1E -1-161.1F PEWTER 140 1ATAPDXY' EPDXY GROUT 9 100 ' - i Vr CLASSY.; . TRA11361e FRA PE. FFELD GUT BY CLC. 56 RESTROOM ASSO Rw5 0000( ELEVATION - MEN'S RESTROOM 1 SGALE 1 15 1 OEfAIL - TRAVERTINE PRAM I s G A L r A avi =stor 1 STAN. 5 5TM.1a5TROOM x.GLSOwes s -o: wogs RM ww. Me DETAIL - PUBLIC RESTROOM WALL TILE FINISHES i • `- B 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949) - 261 - 2602 FAX (949) -261-9614 W Z J 2 LJ. w 1'- Z w 0 I 1 0 0 J w IL w REGEr. D0 R4R 29 7307 SHEET TITLE INTQIOR ELEVAT!O R.- TR OM OESPGNER TGF DRAWN J1; p- .M CHE4]oo_ D "eV SCALE 31>5' = -0' DATE PRINTED PROGRESS FR211 ea-23-3661 PUU4 CHECK 6o SET _._.._may ... . _ _ CON5TRUCTO N SHEET `JUG; REP ID -5.10 OF SHEETS CZ TTIXDOIA® CX) CXXX)® 230 STRANDER BLVD., TUKWILA, WA 98188 CONSTRUCTION RESTAURANT �I I I CI I I I I I 7 I I Idl I 'NIA MI MO MIMM f 00 k ELEVATION - MEN'S RESTROOM !LOOM 5!E ARCH. 17146. FOR FILM 1115 FIXTURE?ra a RESTROOM AGGE56o s 1W I 1 MMOULDIN6I f � i ELEVATION - MEN'S RESTROOM - ±1 . t - . W 1_ 1 I 1 SGALE 3/8' =1'-0• SGALE 6- FCM6StTJ104 st 4TiP'wsts S-10 Cog 03127i 2CW 11-51:59 - 015•RXT 75504 C1191 'I P -I !PS 10 ADA • ; GzA6<,5G TRAY !E FILER PcCE O&M) iRTIAL TILL (NV; Fad 7V •7)47 'QAVall1E WO FL L.02 CCM • A7A R.NAL r•FIE FU ER RO16 • NON ?OA :U9.1 Ate. DRP41065 FOR P.i7+6Ml5 FIX SP.Cs. term. - TYPICAL MOLL TILE roam S G A L E • HENS IIL51ROOb4 MINN. t err =• -► . • R/R PARTITION PR ELEVATION - RESTROOM ENTRY VESTIBULE 1 110-2 1 - 1\ ELEVATION - MEN'S RESTROOM :1 01 SGALE 5/0• =r-O• 6RANITE TOP 1 FASCIA SEE LAV. RAN DETAIL. ELEVATION - MEN'S RESTROOM SGALE 3/8 =1-0' m a °AMY, RR Fes: ST3 9 11!' 4.E1 FEf.E56 PENNY ROADS sa'ITTPi . env Rovers 114' lira) bT4 11 ITO R9. Fli91 MEVS 3' -9' 91R' -�I t 3' /IMES'S RR F:O 4 1 LP-I l0 94. .11.• •.L.•:•,•. •A• •:•:• :I,:•+ 114: 9:4W 74',11:41:04:0:0:11W• 1.1'...1•..... •.11W Pos u■ IEL ELEVATION - MENDS RESTROOM VU- SGALE 3/W=.1•-0' I ,145 6R01,1 PER NAVFAC.:J4:3ts REDO Ar Ok DETAIL - MALL / PENNY TILE t �`'' ■ ■ / / - ARCH. MI6. FOR PLUt•8516 FIXTURES 1 RESTROOM AGCEr:50QE5 11� ELEVATION ENTRY VESTIBULE i v:= SGALE '!10 -0' R/R PARTITION BY 6.G. SEE ARM VMS. FOR DETAILS SGALE 3/6' =1•-0• SEE AQLIL DIA6. FOR PLUMBING F1XILRE5 4 RemooM PCGESSORPES ELEVATION - MEN'S RESTROOM 12 R/R PARTITION BY 6.C. SEE ARCH. I DYi65_ FOR DETAAS ELEVATION - ME■'S RESTROOM R/R Y4ALL SGOIC.E BY OMER 5-1 I I LP -1 1 u SGALE 3/8•=Ito• I :6T/ILL GOA= 1074 01 TIE .` 5tRFACE CF T'•E 714•et Q.05ET DOOR a 1934 APO 7T04 YS RELIC SIMIVOCK 2 MULL SI'f.OID i07C • .46• A FAJCPLAW REST ROCK 5� 11►i OETJ - TYPICAL PINIR01014 S GAL E COAT NO K INSTALLATION I w=r-o '•ADA SIGN • . (OFGU'.. 1 1 EMI 24564' MIRROR 4 FRAME SGALE 3/8' =l=0• CALLLL SU:1 Cz /KRIS OE 12: A FALL• 9-3 Co, OR TO° ALUM FA5OA .. P -I 13 it 4I ti = rAesrG."'•' atSTr,E _ 5481 KAY T -4• ! TC.1 X • awe: i.7�!! i U PER 44 : LOCI - , M5404661 1 VVV i 1 •1 ; 1� ELEVATION - RESTROOM ENTRY VESTIBULE 1 .1 -- 11;1111•111 11 II 1 PIVJI �4iiIL1 11 1 ri !lal4H.NE1Efi■ h Ii• ii 11 tiFa•fiNI ELEVATION - MEN'S RESTROOM ELEVATION - MEN'S RESTROOM DOTI) 1 '= • IP• e • 1 1 ROOD GRONA MOIED,l46 veJ2FY (Y CQMBR a7DTmI ADA SIGN (OFGU • RIR PARTITION STONE SASE pia 2; .. v.WIL■44 SEE ARCH. DWG. FOR PLIA4NNS FIXTURES 1 RESTRDO 4 ACCESSORIES ` AQGI•L OM FOR RJ1H43IN6 mums 1 36 i1AX 1 R!R AGGE6ORIE5 TOILET PAFER Numeem OR a 1 lT 1V SGALE 3(11' =1' -d' SGALE I 3/8' =1•-a• SCALE 3 318• =1'•O• SGALE NOME: f 7r..4 CR V 14 tae,-s SIESrRoom r£NCS S5 !Mt JC+CE5 5 W4 r-tr:' 41.1564 TRN4'Q'i�E FMCS lit'P) imo ij MOOD CROON MOULDING PEAIESTC :MDR. STYLE •Arl VerrIER CF FEAR- $e L MAY: 7-6• X 5.O". 3C5-XT1 e660 DETAIL - 1 SGALE ET mil 1 , '1a -0► 1 PS [PRI le 1 l ELEVATION ENTRY VESTIBULE SEE ARGL Mb. FOR PUMA* FIXTLRES e RESTROOM ACCESSORIES ELEVATION - MEN'S RESTROOM SEE ARCH DM. FOR PLUMBeN6 FIXILRES 4 RESTROOM ACGEES6OR.. ELEVATION - MEN'S RESTROOM R/R PARTITION 61 •1 SGALE 3/8• =1'-0' SGALE 3/8•=P'-o• SGALE 56' =1•-0• Z;_V FG - 7N . • t• • 15 4 L ; : ' / v: iiti =• •- SLIWII G '.'rti':SIC Ill L YIG-1 WG-2 LANARK MAR41E56A 1.2 - 140-13 COLOR GOLDEN 6415 RESTWOOM 4 FAMILY RESTRCOM) 1611i bT 6T 3 6T 4 6T 5 61 6 r e i MIS 4 FAMILY RR EiNeLEO WALLGOVERINIS LANARK BRV5W4ORK LI- U/1 -21 COLOR- CHABLIS (MORNS RESTROOM) WALL TILE I X 12. x 3/8• NORM GLASF. is TRAVENTSE; HONED 4 FILLED EAR TILE 1 X 12° GI6ARO LINED ANCIENT 1UMf.ED BE16E CLASSIC SPED CERAMGS MESH MOLIITED 314' DIA X WPM"( ROW DOLOR 1s -•2695 (6OLD) (DENS RESTROOM 4 FAMILY RESIROC.0 SPEC CERAMICS MESH WONTED 3/4' DNA x IiW PONY ROM S, COLOR 115L. -2635 (OFF $N1!) &aims RE5TRO01'U WTERGERAMIG TILE 4A3464T; 4-114' X 6' FLAT TOP 61.056 BLACK FROM THE BOLD TOMES COLLECTION 24- 503.5500 &ROUT TO BE LATICRETE BLACK NUMBER NOT USER 6RANITI FIMORE 'OHO VE CHIO' RI1O 12x12 POLISHED. GROUT IF APPLICABLE TO BE LATICRETE 190 LI6HT PEWTER Z.ATAPDXY' EPDXY GROUT SP100 (61-14). HAVER NOT IRS®. DAL TILE 6LANED WALL Ti1E, COLOR aC,8A 611650/16' UM. DAL TILE GLAZED WALL TALE, COLOR 4:b5, 6'X69(5116' THICK RAVER RN LTIILE BASE, COLOR 4180, 6 THICK .AVER P WM. 17 X 12' X 3/8' INDIANA LIMESTONE 12• X IT X 3/8' DAKOTA HANDSAW. 6ROUT r APPUGABLE TO BE LATICRETE *45 RAVEN (61 -13). INDIANA BUFr LJMESTOIE SLAB, 3/4• THICK GUT TO SIZE FOR EX19it0R WALL PO45N AFFIXATION, MTN BRICK FACIfi6. FOR ALTERNATING HORIZONTAL BAND ON EXT.. FINISH. OJT TO 9524' SEE ELEVATIONS A55, A5J I SILVERT3ROCK" SLATE T1LE . 3/8' THICK x 9' x 17. CUT TO 512E FOR EXTERIOR WALL FINISH APPLICATION. CM 'ZODIAC VERDE'. 17 X 12' X 3/6' THICK, NATURAL EXTIER/OR FINISH APRIGATIOK AVAILABLE FROM CREATIVE MATERIALS GORPCRTATIONSk ON 452 -4614. 6RCUr TO BE LATIGRE1E, MDN116HT BLACK 122. MAPE1 - KERAPIOXY TERRAGOTA 431 LATICRETE MID?l61IT BN.KCK *22 LATIGRETE A L)4010 1 65 CUSTOM OLDib PRODUCTS LIJTIOZGREAM 417 LATICRETE SILVER 94ADOFE 488 LATICRETE PLATINii 4 42 LATICRETE PARO&ENT 461 . • A 'd I GROUT FINISHES EVE. RUES - C' PENNY IS:AG i 04E ROD CF _ PENNY WP CS REaSSED t Y4• (5 P..JGcs/ 1 ±LI s 6T 9 171 6T 31 6T 161 1 161 1 NOTE INSTALL 6ROJT PER MALFACT1 RS frt:CCHMEICIATION. LATICRETE SA.TILLO 1 42 LATICRETE MEIROOM 4 LATICRETE ANTIQUE VIIUUE 1 23 NUMBER NOT USED LATICRETE SAID BEI6E 1 30 LATICRETE RAVEN 445 LATICRE1E -1-161.1F PEWTER 140 1ATAPDXY' EPDXY GROUT 9 100 ' - i Vr CLASSY.; . TRA11361e FRA PE. FFELD GUT BY CLC. 56 RESTROOM ASSO Rw5 0000( ELEVATION - MEN'S RESTROOM 1 SGALE 1 15 1 OEfAIL - TRAVERTINE PRAM I s G A L r A avi =stor 1 STAN. 5 5TM.1a5TROOM x.GLSOwes s -o: wogs RM ww. Me DETAIL - PUBLIC RESTROOM WALL TILE FINISHES i • `- B 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949) - 261 - 2602 FAX (949) -261-9614 W Z J 2 LJ. w 1'- Z w 0 I 1 0 0 J w IL w REGEr. D0 R4R 29 7307 SHEET TITLE INTQIOR ELEVAT!O R.- TR OM OESPGNER TGF DRAWN J1; p- .M CHE4]oo_ D "eV SCALE 31>5' = -0' DATE PRINTED PROGRESS FR211 ea-23-3661 PUU4 CHECK 6o SET _._.._may ... . _ _ CON5TRUCTO N SHEET `JUG; REP ID -5.10 OF SHEETS CZ TTIXDOIA® CX) CXXX)® 230 STRANDER BLVD., TUKWILA, WA 98188 CONSTRUCTION RESTAURANT / / / / \ \ \ \ \ f 00 k ELEVATION - MEN'S RESTROOM !LOOM 5!E ARCH. 17146. FOR FILM 1115 FIXTURE?ra a RESTROOM AGGE56o s 1W I 1 MMOULDIN6I f � i ELEVATION - MEN'S RESTROOM - ±1 . t - . W 1_ 1 I 1 SGALE 3/8' =1'-0• SGALE 6- FCM6StTJ104 st 4TiP'wsts S-10 Cog 03127i 2CW 11-51:59 - 015•RXT 75504 C1191 'I P -I !PS 10 ADA • ; GzA6<,5G TRAY !E FILER PcCE O&M) iRTIAL TILL (NV; Fad 7V •7)47 'QAVall1E WO FL L.02 CCM • A7A R.NAL r•FIE FU ER RO16 • NON ?OA :U9.1 Ate. DRP41065 FOR P.i7+6Ml5 FIX SP.Cs. term. - TYPICAL MOLL TILE roam S G A L E • HENS IIL51ROOb4 MINN. t err =• -► . • R/R PARTITION PR ELEVATION - RESTROOM ENTRY VESTIBULE 1 110-2 1 - 1\ ELEVATION - MEN'S RESTROOM :1 01 SGALE 5/0• =r-O• 6RANITE TOP 1 FASCIA SEE LAV. RAN DETAIL. ELEVATION - MEN'S RESTROOM SGALE 3/8 =1-0' m a °AMY, RR Fes: ST3 9 11!' 4.E1 FEf.E56 PENNY ROADS sa'ITTPi . env Rovers 114' lira) bT4 11 ITO R9. Fli91 MEVS 3' -9' 91R' -�I t 3' /IMES'S RR F:O 4 1 LP-I l0 94. .11.• •.L.•:•,•. •A• •:•:• :I,:•+ 114: 9:4W 74',11:41:04:0:0:11W• 1.1'...1•..... •.11W Pos u■ IEL ELEVATION - MENDS RESTROOM VU- SGALE 3/W=.1•-0' I ,145 6R01,1 PER NAVFAC.:J4:3ts REDO Ar Ok DETAIL - MALL / PENNY TILE t �`'' ■ ■ / / - ARCH. MI6. FOR PLUt•8516 FIXTURES 1 RESTROOM AGCEr:50QE5 11� ELEVATION ENTRY VESTIBULE i v:= SGALE '!10 -0' R/R PARTITION BY 6.G. SEE ARM VMS. FOR DETAILS SGALE 3/6' =1•-0• SEE AQLIL DIA6. FOR PLUMBING F1XILRE5 4 RemooM PCGESSORPES ELEVATION - MEN'S RESTROOM 12 R/R PARTITION BY 6.C. SEE ARCH. I DYi65_ FOR DETAAS ELEVATION - ME■'S RESTROOM R/R Y4ALL SGOIC.E BY OMER 5-1 I I LP -1 1 u SGALE 3/8•=Ito• I :6T/ILL GOA= 1074 01 TIE .` 5tRFACE CF T'•E 714•et Q.05ET DOOR a 1934 APO 7T04 YS RELIC SIMIVOCK 2 MULL SI'f.OID i07C • .46• A FAJCPLAW REST ROCK 5� 11►i OETJ - TYPICAL PINIR01014 S GAL E COAT NO K INSTALLATION I w=r-o '•ADA SIGN • . (OFGU'.. 1 1 EMI 24564' MIRROR 4 FRAME SGALE 3/8' =l=0• CALLLL SU:1 Cz /KRIS OE 12: A FALL• 9-3 Co, OR TO° ALUM FA5OA .. P -I 13 it 4I ti = rAesrG."'•' atSTr,E _ 5481 KAY T -4• ! TC.1 X • awe: i.7�!! i U PER 44 : LOCI - , M5404661 1 VVV i 1 •1 ; 1� ELEVATION - RESTROOM ENTRY VESTIBULE 1 .1 -- 11;1111•111 11 II 1 PIVJI �4iiIL1 11 1 ri !lal4H.NE1Efi■ h Ii• ii 11 tiFa•fiNI ELEVATION - MEN'S RESTROOM ELEVATION - MEN'S RESTROOM DOTI) 1 '= • IP• e • 1 1 ROOD GRONA MOIED,l46 veJ2FY (Y CQMBR a7DTmI ADA SIGN (OFGU • RIR PARTITION STONE SASE pia 2; .. v.WIL■44 SEE ARCH. DWG. FOR PLIA4NNS FIXTURES 1 RESTRDO 4 ACCESSORIES ` AQGI•L OM FOR RJ1H43IN6 mums 1 36 i1AX 1 R!R AGGE6ORIE5 TOILET PAFER Numeem OR a 1 lT 1V SGALE 3(11' =1' -d' SGALE I 3/8' =1•-a• SCALE 3 318• =1'•O• SGALE NOME: f 7r..4 CR V 14 tae,-s SIESrRoom r£NCS S5 !Mt JC+CE5 5 W4 r-tr:' 41.1564 TRN4'Q'i�E FMCS lit'P) imo ij MOOD CROON MOULDING PEAIESTC :MDR. STYLE •Arl VerrIER CF FEAR- $e L MAY: 7-6• X 5.O". 3C5-XT1 e660 DETAIL - 1 SGALE ET mil 1 , '1a -0► 1 PS [PRI le 1 l ELEVATION ENTRY VESTIBULE SEE ARGL Mb. FOR PUMA* FIXTLRES e RESTROOM ACCESSORIES ELEVATION - MEN'S RESTROOM SEE ARCH DM. FOR PLUMBeN6 FIXILRES 4 RESTROOM ACGEES6OR.. ELEVATION - MEN'S RESTROOM R/R PARTITION 61 •1 SGALE 3/8• =1'-0' SGALE 3/8•=P'-o• SGALE 56' =1•-0• Z;_V FG - 7N . • t• • 15 4 L ; : ' / v: iiti =• •- SLIWII G '.'rti':SIC Ill L YIG-1 WG-2 LANARK MAR41E56A 1.2 - 140-13 COLOR GOLDEN 6415 RESTWOOM 4 FAMILY RESTRCOM) 1611i bT 6T 3 6T 4 6T 5 61 6 r e i MIS 4 FAMILY RR EiNeLEO WALLGOVERINIS LANARK BRV5W4ORK LI- U/1 -21 COLOR- CHABLIS (MORNS RESTROOM) WALL TILE I X 12. x 3/8• NORM GLASF. is TRAVENTSE; HONED 4 FILLED EAR TILE 1 X 12° GI6ARO LINED ANCIENT 1UMf.ED BE16E CLASSIC SPED CERAMGS MESH MOLIITED 314' DIA X WPM"( ROW DOLOR 1s -•2695 (6OLD) (DENS RESTROOM 4 FAMILY RESIROC.0 SPEC CERAMICS MESH WONTED 3/4' DNA x IiW PONY ROM S, COLOR 115L. -2635 (OFF $N1!) &aims RE5TRO01'U WTERGERAMIG TILE 4A3464T; 4-114' X 6' FLAT TOP 61.056 BLACK FROM THE BOLD TOMES COLLECTION 24- 503.5500 &ROUT TO BE LATICRETE BLACK NUMBER NOT USER 6RANITI FIMORE 'OHO VE CHIO' RI1O 12x12 POLISHED. GROUT IF APPLICABLE TO BE LATICRETE 190 LI6HT PEWTER Z.ATAPDXY' EPDXY GROUT SP100 (61-14). HAVER NOT IRS®. DAL TILE 6LANED WALL Ti1E, COLOR aC,8A 611650/16' UM. DAL TILE GLAZED WALL TALE, COLOR 4:b5, 6'X69(5116' THICK RAVER RN LTIILE BASE, COLOR 4180, 6 THICK .AVER P WM. 17 X 12' X 3/8' INDIANA LIMESTONE 12• X IT X 3/8' DAKOTA HANDSAW. 6ROUT r APPUGABLE TO BE LATICRETE *45 RAVEN (61 -13). INDIANA BUFr LJMESTOIE SLAB, 3/4• THICK GUT TO SIZE FOR EX19it0R WALL PO45N AFFIXATION, MTN BRICK FACIfi6. FOR ALTERNATING HORIZONTAL BAND ON EXT.. FINISH. OJT TO 9524' SEE ELEVATIONS A55, A5J I SILVERT3ROCK" SLATE T1LE . 3/8' THICK x 9' x 17. CUT TO 512E FOR EXTERIOR WALL FINISH APPLICATION. CM 'ZODIAC VERDE'. 17 X 12' X 3/6' THICK, NATURAL EXTIER/OR FINISH APRIGATIOK AVAILABLE FROM CREATIVE MATERIALS GORPCRTATIONSk ON 452 -4614. 6RCUr TO BE LATIGRE1E, MDN116HT BLACK 122. MAPE1 - KERAPIOXY TERRAGOTA 431 LATICRETE MID?l61IT BN.KCK *22 LATIGRETE A L)4010 1 65 CUSTOM OLDib PRODUCTS LIJTIOZGREAM 417 LATICRETE SILVER 94ADOFE 488 LATICRETE PLATINii 4 42 LATICRETE PARO&ENT 461 . • A 'd I GROUT FINISHES EVE. RUES - C' PENNY IS:AG i 04E ROD CF _ PENNY WP CS REaSSED t Y4• (5 P..JGcs/ 1 ±LI s 6T 9 171 6T 31 6T 161 1 161 1 NOTE INSTALL 6ROJT PER MALFACT1 RS frt:CCHMEICIATION. LATICRETE SA.TILLO 1 42 LATICRETE MEIROOM 4 LATICRETE ANTIQUE VIIUUE 1 23 NUMBER NOT USED LATICRETE SAID BEI6E 1 30 LATICRETE RAVEN 445 LATICRE1E -1-161.1F PEWTER 140 1ATAPDXY' EPDXY GROUT 9 100 ' - i Vr CLASSY.; . TRA11361e FRA PE. FFELD GUT BY CLC. 56 RESTROOM ASSO Rw5 0000( ELEVATION - MEN'S RESTROOM 1 SGALE 1 15 1 OEfAIL - TRAVERTINE PRAM I s G A L r A avi =stor 1 STAN. 5 5TM.1a5TROOM x.GLSOwes s -o: wogs RM ww. Me DETAIL - PUBLIC RESTROOM WALL TILE FINISHES i • `- B 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949) - 261 - 2602 FAX (949) -261-9614 W Z J 2 LJ. w 1'- Z w 0 I 1 0 0 J w IL w REGEr. D0 R4R 29 7307 SHEET TITLE INTQIOR ELEVAT!O R.- TR OM OESPGNER TGF DRAWN J1; p- .M CHE4]oo_ D "eV SCALE 31>5' = -0' DATE PRINTED PROGRESS FR211 ea-23-3661 PUU4 CHECK 6o SET _._.._may ... . _ _ CON5TRUCTO N SHEET `JUG; REP ID -5.10 OF SHEETS CZ TTIXDOIA® CX) CXXX)® 230 STRANDER BLVD., TUKWILA, WA 98188 CONSTRUCTION RESTAURANT I v I . - . _ II I{ i : i :: I s: 1 I f iii • 1 • 11 -1; ■ I 1Ic:=:: • MI gI 0 Ell I , _ . , i l l i i 1 l I I I I _� 11 N1 1I F , !INN MELD= Ir/NNN I v I ,I (e II �. i : i :: I s: 1 I f iii • 1 • r -1; ■ I 1Ic:=:: • MI gI 0 Ell I , _ . , i l l i i 1 l I I I I I v I II I I I 1 1 I f iii • I II I 1 I 1Ic:=:: gI 0 I v ■-•EINNIEIIRir _� 11 • t RR WALL SCONE'. BY oneR SEE ARCM DAS. FOR FIX1111 a 4 RJR ACGE SKIRT LP-I • ELEVATION - WOMEN'S RESTROOM A ELEVATION - WOMEN'S RESTROOM V i i i i i i 5EEAQC.1[ PLI BINS FIXTURES 4 RESTROOM ACGE:5EOR ELEV. - FAMILY RESTROOM ROOM BEYON77 SGALE 3/6'=1 SGALE 316' -1-0 &Ka Egoos Tki #%'Kong 111 415• L1.t+y 03!?7i20(171).615i PA, OC3 - DissRlet 75501 C3T'98A0r3 1 27 SCALE SIY=I'-o ELEV. - WOMEN'S RESTROOM • 17 Tft -TYPICAL M LTL1EPRIM I SGALE 17' .'XZ' CU6GC TcAV�= Ne FL .EQ PEGS map ow:: "1/4.1. FLEH t_! 7'76 mciv • pE � 1 710 FLLEt RCM • ADA ; NA, T-'f4M FUER S • /104 ADA LR)0 2 WE Afdf. DRARN66 FOR P,.143146 F,'MAE Jo.�G6. F • R/R PARTITION RJR PARTITION MOT FULLY SHONA FOR CLARITY SEE ARCH. VpS. FOR PLII43114S FIXTURES t RESTROOM ACCESSORIES SGALE 3/8' =1-0• HENS 1 FAMLY, RR 1X1514 SEE ARCH. DES. FOR PLU43IN6 FIXTURES t RIR ACCESSORIES 22 SEE ARC. DWG. FOR �$ RUNE)* MOIRES ,, URES 4 RJR AGGE560R1f . lt w E: NAFK2i 4 TAMPION 1r1+'DOR FOJID AT 1 AND FAle.Y RR ONLY./ ELEV. - FAMILY RESTROOM � ", 128 DETAIL -WALL / PENNY TILE ELEVATION - WOMEN'S RESTROOM RR FAZ11 (WO-11 R/R PARTITION I ELEV. - WOMEN'S RESTROOM SEE ARCH D)i66 FOR rums* RXRRES 4 RJR ACGE550R.4xi 1. EXTEND TEE TO GELLINS • 11 •■ ■ ■ ■1 ■•■1■ ■ ■■ ■1 ■11■■■■ ■■■■■u■■■1■■1� ■1 •■■ ■ ■11■■■■■ 11111■11111■■■■■■ ■■■ ■■■ ■■ ■ ■ ■■■ 11■■ •■■■1 ■11■Q■ ■ •1111 ■■■■■1■ ■ •■ 11■•■•■■■ ■u1■ ■■ 11■•■■ ■111■•■ ■11 ■ ■•111■ •■ ■■1 ■i r UMW= 111•7111111111111 y 1111■ 1■■■■■■ ■■Ii ■ ■mi ■■1111■ ■ ■L■ ■ ■l •11111 ■ ■■ ■■ ■■ ■1 ii111n1■■1:11 etev -ems wOIErs RI:MOM mews MS ,-w 'L �L��L��.•L•L•1 X111 •.'�L•L• r- oocn0000moonoc 61 aSrALL 6RCIM PE R YAN.FAC`.•304•5 R C04EIDATQ4 SCALE • i l 1 V i30HQUG STAIa S' G-05 . FiDAC . 440711. 0 3 -733) • SFAH S . CLOSLRE CAMELS 14:UCE 7 04 TrE AMUR 517E. C !•E VA L. Mal • SCALE SCALE 3 3!11• -1'-0" MALL MOWED LAVATORY SCALE 318' =Y-O' 18 23 29 SEE ARCH WT66 FOR 11.1/47016 FIXTURES' RJR AGGE56ORIE'S L 116rA.L GGAr /WC 04 T-E ?SM. SAME Cr TrE AVM O.,OSET Dom /4 .E.% A'G /IOME1S P.ax RES N 7 WALL SELOri NOOK • .46' 3l ea+hWP 515TRCCHT STALL QrA'' T1 & PESIROOM I SGALE D COAT ROOK M5TJILLATtW! •�1.or FRANKED MRROR ELEV. - YVOMENS RESTROOM ELEYAMP. MONKS REEPIROOM (SWAM • 1 9 ELEVATION - WOMEN'S RESTROOM SEE ARLI. DWG. FOR P1.1114305 FUQIJRL� 1 RESTROOM ACCESSORIES EXTEND TILE TO CE ILN6 36' MAX TOILET PAPER SCALE 9I :I'-O' 1•••••1■■ ■•111 1■■■■■■ ■ ■111 1111M1111•1111111111111 . m 1■•■■■■■■■■1hi 1■■■ ■ ■ ■ ■ ■ ■■■ ■1 1■■■■1■■■■■ ■■ Z 6T 11 ■i■u ■u ■wi 1■■■ ■ 1 i ■r ■11F5' ■t aaa.naJY 1 ■l11 ■1' ■ ■ ■[ -1 maim gtI i ■■■■ 1■1111■L - - __:1 1■ ■lit ■3111■ AUK 6T 1 411Y 112M' SCALE 3/11e=r -0 24 0 • in SCALE 3/5 GOAT HOOK s 60' AFF 0 BABY Cf44N164RS STATION 19 1 EXTEND TILE TO (EEL% DOOR BY 6L. ELEV. - FAMILY RESTROOM riE/A p. /DM REST 1Obw IRAs RISI tJ OM (504l. DECORATIVE LIGHT BY 01 513: ARCA DWG. FOR KOONS FIXTURES 4 RR AGCB. n LP - 1I SCALE 318•=1•-0' 1 A SCALE 1 25 31 116'Mk+ DETAIL - FUBLIC RESTROOM MALL 36' MAX TOILET PAPER ELEV. - FAMILY RESTROOM SGALE 3x16 ='4 J ELEVATION - WOMEN'S RESTROOM r i < \ 1 r � I. I Il - d 11 .- - I 14,- • 11011111111111111111 : ` S ARC. 17/16. FOR 1 EE FUR -BIN* FIXTURES 4 RESTROOM JIGGE550RES SCALE 318'21•-O' INSET MIRROR PAWL DOOR AND KICK PLATE SCALE - 5 "P YVKINIS ReSfRM/ S G A L E 1 ..•'i. ..a tt T J • � SGAL 1 ,� 11 4 20 2 4 F MS LY RAC I Lrlc -21 O O I 6 2 T I 6T 3 6T 161d 6T FSILI LANARK BRUSHWORK LI- DfI-21 COLOR CHABLIS 011014315 RESflt00! ) LANARK MARO0E5SA L2 -MO-19 COLOR 60LDEN (!Vl5 RES1ROO4 t FAMLY RESTROv0 12'X 12' X 316' WORY CLASSIC 1RAVFNTBE; HONED 4 FILLED DEER TILE nor 12' GI6ARO LINER ANGENT 11PELED BE16E CLASSIC SPEC CERAMC5 l .91 MOTIIED 3/4' DIA. X I/8' P0111. RODS, COLOR 11 15L -2645 (GOLD) (MIS RESTROOM t FMSLY RESTROGMJ SFEG CU3tAMG5 MESH MOLNTED 3/4' DIA x U6' FEW ROWS. COLOR 'I L2635 (OFF PH1E) (YTO14rN5 RESTROOM) INTERC AMIG TILE: *A346IT; 4-14' X 6' FLAT TOP 6.055 BLACK FROM TIE BOLD TONES COLLECTION. 214503 -x5500 6RObT TO BE LAT1C.RETE BLACK. NUMBER NOT USED. 6RANITI FlANORE 'ORO VECCHIO' RIIO 1242 POLISHED. 6ROUT tF APPLICABLE TO BE LAIICRETE 1 Miff PEWTER 1ATAPDXY• EPDXY GROUT 52100 (6T -14). R/4MR NOT USED. DAL TILE GLAZED WALL TILE, COLOR 1 6X6'X5116• VICK. DAL T1LE 6LA2EI WALL TtE. COLOR 11 165, 65075/16' THICK DAL TILE COVE BASE. COLOR M180, 6'X6'XSA6' THICK NJMBER NOT USED. 12• X 17 X 3/8' MI A LIM:STOE 17 X 12' X 336' DAKOTA 14/4106ANY. 6ROUf IF APPLICABLE TO BE LAIIGRETE *45 RAVEN (6T -13). 'INDIANA BUFF' LEESTOIE SLAB, 3/4' THICK CUT TO SIZE FOR EXTERIOR WALL FINISH APPLK.ATION, NTH BRICK FAUNS. FOR ALTERNATE* HORIZONTAL BAND OR EXT. FINER GUT TO 9504' SEE ELEVAT1OII55 ABA, ASJ 'SILVER:ROOK' SLATE TILE. 316' THICK x 9' x 12•. our TO 511E FGR DCTERRIIOR MALL FINISH JIPPLK.ATION. CMG 'ZODIAC VERDE.'. 12' X 12' X 318' THICK; NATURAL. EXTERIOR FINISH APPLICATION. AVALABLE FROM CREATIVE MATERIALS GORAORTATTO % (518) 4524644. 6ROJT TO EE LAIICRETE. 1917N8614T BL GK 1 MAPS - KERAPDXY 713ZRAGOTA 1 LATlGRETE 161746HT BLACK 122 LATK•RETE ALMOND 1, 85 AlSTOM OLDS. PRODUCTS BUTTER CREAM *11 LATICRETE SILVBB SHADOW 1 LAIIGRETE F ATM631 LATIGRETE PAQCI•s.EWT 461 INSTALL &ROUT Pet MAIEFACIIRERS REGM4431DATION < IDerM. • TRAVERTRe PRAM AROUND STARA/E. STEM RESTRAIN AccessCItJe6 I . I g ME loot* — E (STAGGERED) 4 _ 1 "I ' OBE ROIL Ox — w tMi EaS6 11/•' a. l3 MACES) 1; .,,_ _1 -mac-- . WALLGOVERING WAIL TILE GROUT F NI SHES 1 6T 6 6T 6T 1 13 r a 4 LAT1 RETE SALTU.LO 1 LATIGRETE 14.0$E00M 1 LATK.RETE ANTIQUE WHITE 1, 23 /414MR NOT USED LAT1CRETE SAND 8E16E 1, 30 LATK.RETE RAVEN *45 LATK.RETE -116HT PE1'IUER 1, 40" LATAFOXY' EPDXY 661011T 52100 m G SGALE Ni01t5R*IgiLTLE 1 -!/r CLASSIC .1RAVERTPE FRAM. FELD CUT 3Y GC. DETAIL - PU@L1G RESTROOM WALL TILE FINISHES I 1EN 0000( A el. CA 6: The 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949) - 261 - 2602 FAX (949) - 261 - 9614 DES/GNER 1 GF ORA R -Pk lit -161 CHECKED D. '!!77.sT OS 316. J. PROGRESS Ma • s: X. Ptmaeoc - - -- -_ BD SET CONSTakTCH I I f iii • I 8 I p,„._... • t RR WALL SCONE'. BY oneR SEE ARCM DAS. FOR FIX1111 a 4 RJR ACGE SKIRT LP-I • ELEVATION - WOMEN'S RESTROOM A ELEVATION - WOMEN'S RESTROOM V i i i i i i 5EEAQC.1[ PLI BINS FIXTURES 4 RESTROOM ACGE:5EOR ELEV. - FAMILY RESTROOM ROOM BEYON77 SGALE 3/6'=1 SGALE 316' -1-0 &Ka Egoos Tki #%'Kong 111 415• L1.t+y 03!?7i20(171).615i PA, OC3 - DissRlet 75501 C3T'98A0r3 1 27 SCALE SIY=I'-o ELEV. - WOMEN'S RESTROOM • 17 Tft -TYPICAL M LTL1EPRIM I SGALE 17' .'XZ' CU6GC TcAV�= Ne FL .EQ PEGS map ow:: "1/4.1. FLEH t_! 7'76 mciv • pE � 1 710 FLLEt RCM • ADA ; NA, T-'f4M FUER S • /104 ADA LR)0 2 WE Afdf. DRARN66 FOR P,.143146 F,'MAE Jo.�G6. F • R/R PARTITION RJR PARTITION MOT FULLY SHONA FOR CLARITY SEE ARCH. VpS. FOR PLII43114S FIXTURES t RESTROOM ACCESSORIES SGALE 3/8' =1-0• HENS 1 FAMLY, RR 1X1514 SEE ARCH. DES. FOR PLU43IN6 FIXTURES t RIR ACCESSORIES 22 SEE ARC. DWG. FOR �$ RUNE)* MOIRES ,, URES 4 RJR AGGE560R1f . lt w E: NAFK2i 4 TAMPION 1r1+'DOR FOJID AT 1 AND FAle.Y RR ONLY./ ELEV. - FAMILY RESTROOM � ", 128 DETAIL -WALL / PENNY TILE ELEVATION - WOMEN'S RESTROOM RR FAZ11 (WO-11 R/R PARTITION I ELEV. - WOMEN'S RESTROOM SEE ARCH D)i66 FOR rums* RXRRES 4 RJR ACGE550R.4xi 1. EXTEND TEE TO GELLINS • 11 •■ ■ ■ ■1 ■•■1■ ■ ■■ ■1 ■11■■■■ ■■■■■u■■■1■■1� ■1 •■■ ■ ■11■■■■■ 11111■11111■■■■■■ ■■■ ■■■ ■■ ■ ■ ■■■ 11■■ •■■■1 ■11■Q■ ■ •1111 ■■■■■1■ ■ •■ 11■•■•■■■ ■u1■ ■■ 11■•■■ ■111■•■ ■11 ■ ■•111■ •■ ■■1 ■i r UMW= 111•7111111111111 y 1111■ 1■■■■■■ ■■Ii ■ ■mi ■■1111■ ■ ■L■ ■ ■l •11111 ■ ■■ ■■ ■■ ■1 ii111n1■■1:11 etev -ems wOIErs RI:MOM mews MS ,-w 'L �L��L��.•L•L•1 X111 •.'�L•L• r- oocn0000moonoc 61 aSrALL 6RCIM PE R YAN.FAC`.•304•5 R C04EIDATQ4 SCALE • i l 1 V i30HQUG STAIa S' G-05 . FiDAC . 440711. 0 3 -733) • SFAH S . CLOSLRE CAMELS 14:UCE 7 04 TrE AMUR 517E. C !•E VA L. Mal • SCALE SCALE 3 3!11• -1'-0" MALL MOWED LAVATORY SCALE 318' =Y-O' 18 23 29 SEE ARCH WT66 FOR 11.1/47016 FIXTURES' RJR AGGE56ORIE'S L 116rA.L GGAr /WC 04 T-E ?SM. SAME Cr TrE AVM O.,OSET Dom /4 .E.% A'G /IOME1S P.ax RES N 7 WALL SELOri NOOK • .46' 3l ea+hWP 515TRCCHT STALL QrA'' T1 & PESIROOM I SGALE D COAT ROOK M5TJILLATtW! •�1.or FRANKED MRROR ELEV. - YVOMENS RESTROOM ELEYAMP. MONKS REEPIROOM (SWAM • 1 9 ELEVATION - WOMEN'S RESTROOM SEE ARLI. DWG. FOR P1.1114305 FUQIJRL� 1 RESTROOM ACCESSORIES EXTEND TILE TO CE ILN6 36' MAX TOILET PAPER SCALE 9I :I'-O' 1•••••1■■ ■•111 1■■■■■■ ■ ■111 1111M1111•1111111111111 . m 1■•■■■■■■■■1hi 1■■■ ■ ■ ■ ■ ■ ■■■ ■1 1■■■■1■■■■■ ■■ Z 6T 11 ■i■u ■u ■wi 1■■■ ■ 1 i ■r ■11F5' ■t aaa.naJY 1 ■l11 ■1' ■ ■ ■[ -1 maim gtI i ■■■■ 1■1111■L - - __:1 1■ ■lit ■3111■ AUK 6T 1 411Y 112M' SCALE 3/11e=r -0 24 0 • in SCALE 3/5 GOAT HOOK s 60' AFF 0 BABY Cf44N164RS STATION 19 1 EXTEND TILE TO (EEL% DOOR BY 6L. ELEV. - FAMILY RESTROOM riE/A p. /DM REST 1Obw IRAs RISI tJ OM (504l. DECORATIVE LIGHT BY 01 513: ARCA DWG. FOR KOONS FIXTURES 4 RR AGCB. n LP - 1I SCALE 318•=1•-0' 1 A SCALE 1 25 31 116'Mk+ DETAIL - FUBLIC RESTROOM MALL 36' MAX TOILET PAPER ELEV. - FAMILY RESTROOM SGALE 3x16 ='4 J ELEVATION - WOMEN'S RESTROOM r i < \ 1 r � I. I Il - d 11 .- - I 14,- • 11011111111111111111 : ` S ARC. 17/16. FOR 1 EE FUR -BIN* FIXTURES 4 RESTROOM JIGGE550RES SCALE 318'21•-O' INSET MIRROR PAWL DOOR AND KICK PLATE SCALE - 5 "P YVKINIS ReSfRM/ S G A L E 1 ..•'i. ..a tt T J • � SGAL 1 ,� 11 4 20 2 4 F MS LY RAC I Lrlc -21 O O I 6 2 T I 6T 3 6T 161d 6T FSILI LANARK BRUSHWORK LI- DfI-21 COLOR CHABLIS 011014315 RESflt00! ) LANARK MARO0E5SA L2 -MO-19 COLOR 60LDEN (!Vl5 RES1ROO4 t FAMLY RESTROv0 12'X 12' X 316' WORY CLASSIC 1RAVFNTBE; HONED 4 FILLED DEER TILE nor 12' GI6ARO LINER ANGENT 11PELED BE16E CLASSIC SPEC CERAMC5 l .91 MOTIIED 3/4' DIA. X I/8' P0111. RODS, COLOR 11 15L -2645 (GOLD) (MIS RESTROOM t FMSLY RESTROGMJ SFEG CU3tAMG5 MESH MOLNTED 3/4' DIA x U6' FEW ROWS. COLOR 'I L2635 (OFF PH1E) (YTO14rN5 RESTROOM) INTERC AMIG TILE: *A346IT; 4-14' X 6' FLAT TOP 6.055 BLACK FROM TIE BOLD TONES COLLECTION. 214503 -x5500 6RObT TO BE LAT1C.RETE BLACK. NUMBER NOT USED. 6RANITI FlANORE 'ORO VECCHIO' RIIO 1242 POLISHED. 6ROUT tF APPLICABLE TO BE LAIICRETE 1 Miff PEWTER 1ATAPDXY• EPDXY GROUT 52100 (6T -14). R/4MR NOT USED. DAL TILE GLAZED WALL TILE, COLOR 1 6X6'X5116• VICK. DAL T1LE 6LA2EI WALL TtE. COLOR 11 165, 65075/16' THICK DAL TILE COVE BASE. COLOR M180, 6'X6'XSA6' THICK NJMBER NOT USED. 12• X 17 X 3/8' MI A LIM:STOE 17 X 12' X 336' DAKOTA 14/4106ANY. 6ROUf IF APPLICABLE TO BE LAIIGRETE *45 RAVEN (6T -13). 'INDIANA BUFF' LEESTOIE SLAB, 3/4' THICK CUT TO SIZE FOR EXTERIOR WALL FINISH APPLK.ATION, NTH BRICK FAUNS. FOR ALTERNATE* HORIZONTAL BAND OR EXT. FINER GUT TO 9504' SEE ELEVAT1OII55 ABA, ASJ 'SILVER:ROOK' SLATE TILE. 316' THICK x 9' x 12•. our TO 511E FGR DCTERRIIOR MALL FINISH JIPPLK.ATION. CMG 'ZODIAC VERDE.'. 12' X 12' X 318' THICK; NATURAL. EXTERIOR FINISH APPLICATION. AVALABLE FROM CREATIVE MATERIALS GORAORTATTO % (518) 4524644. 6ROJT TO EE LAIICRETE. 1917N8614T BL GK 1 MAPS - KERAPDXY 713ZRAGOTA 1 LATlGRETE 161746HT BLACK 122 LATK•RETE ALMOND 1, 85 AlSTOM OLDS. PRODUCTS BUTTER CREAM *11 LATICRETE SILVBB SHADOW 1 LAIIGRETE F ATM631 LATIGRETE PAQCI•s.EWT 461 INSTALL &ROUT Pet MAIEFACIIRERS REGM4431DATION < IDerM. • TRAVERTRe PRAM AROUND STARA/E. STEM RESTRAIN AccessCItJe6 I . I g ME loot* — E (STAGGERED) 4 _ 1 "I ' OBE ROIL Ox — w tMi EaS6 11/•' a. l3 MACES) 1; .,,_ _1 -mac-- . WALLGOVERING WAIL TILE GROUT F NI SHES 1 6T 6 6T 6T 1 13 r a 4 LAT1 RETE SALTU.LO 1 LATIGRETE 14.0$E00M 1 LATK.RETE ANTIQUE WHITE 1, 23 /414MR NOT USED LAT1CRETE SAND 8E16E 1, 30 LATK.RETE RAVEN *45 LATK.RETE -116HT PE1'IUER 1, 40" LATAFOXY' EPDXY 661011T 52100 m G SGALE Ni01t5R*IgiLTLE 1 -!/r CLASSIC .1RAVERTPE FRAM. FELD CUT 3Y GC. DETAIL - PU@L1G RESTROOM WALL TILE FINISHES I 1EN 0000( A el. CA 6: The 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949) - 261 - 2602 FAX (949) - 261 - 9614 DES/GNER 1 GF ORA R -Pk lit -161 CHECKED D. '!!77.sT OS 316. J. PROGRESS Ma • s: X. Ptmaeoc - - -- -_ BD SET CONSTakTCH I I • 8 I • t RR WALL SCONE'. BY oneR SEE ARCM DAS. FOR FIX1111 a 4 RJR ACGE SKIRT LP-I • ELEVATION - WOMEN'S RESTROOM A ELEVATION - WOMEN'S RESTROOM V i i i i i i 5EEAQC.1[ PLI BINS FIXTURES 4 RESTROOM ACGE:5EOR ELEV. - FAMILY RESTROOM ROOM BEYON77 SGALE 3/6'=1 SGALE 316' -1-0 &Ka Egoos Tki #%'Kong 111 415• L1.t+y 03!?7i20(171).615i PA, OC3 - DissRlet 75501 C3T'98A0r3 1 27 SCALE SIY=I'-o ELEV. - WOMEN'S RESTROOM • 17 Tft -TYPICAL M LTL1EPRIM I SGALE 17' .'XZ' CU6GC TcAV�= Ne FL .EQ PEGS map ow:: "1/4.1. FLEH t_! 7'76 mciv • pE � 1 710 FLLEt RCM • ADA ; NA, T-'f4M FUER S • /104 ADA LR)0 2 WE Afdf. DRARN66 FOR P,.143146 F,'MAE Jo.�G6. F • R/R PARTITION RJR PARTITION MOT FULLY SHONA FOR CLARITY SEE ARCH. VpS. FOR PLII43114S FIXTURES t RESTROOM ACCESSORIES SGALE 3/8' =1-0• HENS 1 FAMLY, RR 1X1514 SEE ARCH. DES. FOR PLU43IN6 FIXTURES t RIR ACCESSORIES 22 SEE ARC. DWG. FOR �$ RUNE)* MOIRES ,, URES 4 RJR AGGE560R1f . lt w E: NAFK2i 4 TAMPION 1r1+'DOR FOJID AT 1 AND FAle.Y RR ONLY./ ELEV. - FAMILY RESTROOM � ", 128 DETAIL -WALL / PENNY TILE ELEVATION - WOMEN'S RESTROOM RR FAZ11 (WO-11 R/R PARTITION I ELEV. - WOMEN'S RESTROOM SEE ARCH D)i66 FOR rums* RXRRES 4 RJR ACGE550R.4xi 1. EXTEND TEE TO GELLINS • 11 •■ ■ ■ ■1 ■•■1■ ■ ■■ ■1 ■11■■■■ ■■■■■u■■■1■■1� ■1 •■■ ■ ■11■■■■■ 11111■11111■■■■■■ ■■■ ■■■ ■■ ■ ■ ■■■ 11■■ •■■■1 ■11■Q■ ■ •1111 ■■■■■1■ ■ •■ 11■•■•■■■ ■u1■ ■■ 11■•■■ ■111■•■ ■11 ■ ■•111■ •■ ■■1 ■i r UMW= 111•7111111111111 y 1111■ 1■■■■■■ ■■Ii ■ ■mi ■■1111■ ■ ■L■ ■ ■l •11111 ■ ■■ ■■ ■■ ■1 ii111n1■■1:11 etev -ems wOIErs RI:MOM mews MS ,-w 'L �L��L��.•L•L•1 X111 •.'�L•L• r- oocn0000moonoc 61 aSrALL 6RCIM PE R YAN.FAC`.•304•5 R C04EIDATQ4 SCALE • i l 1 V i30HQUG STAIa S' G-05 . FiDAC . 440711. 0 3 -733) • SFAH S . CLOSLRE CAMELS 14:UCE 7 04 TrE AMUR 517E. C !•E VA L. Mal • SCALE SCALE 3 3!11• -1'-0" MALL MOWED LAVATORY SCALE 318' =Y-O' 18 23 29 SEE ARCH WT66 FOR 11.1/47016 FIXTURES' RJR AGGE56ORIE'S L 116rA.L GGAr /WC 04 T-E ?SM. SAME Cr TrE AVM O.,OSET Dom /4 .E.% A'G /IOME1S P.ax RES N 7 WALL SELOri NOOK • .46' 3l ea+hWP 515TRCCHT STALL QrA'' T1 & PESIROOM I SGALE D COAT ROOK M5TJILLATtW! •�1.or FRANKED MRROR ELEV. - YVOMENS RESTROOM ELEYAMP. MONKS REEPIROOM (SWAM • 1 9 ELEVATION - WOMEN'S RESTROOM SEE ARLI. DWG. FOR P1.1114305 FUQIJRL� 1 RESTROOM ACCESSORIES EXTEND TILE TO CE ILN6 36' MAX TOILET PAPER SCALE 9I :I'-O' 1•••••1■■ ■•111 1■■■■■■ ■ ■111 1111M1111•1111111111111 . m 1■•■■■■■■■■1hi 1■■■ ■ ■ ■ ■ ■ ■■■ ■1 1■■■■1■■■■■ ■■ Z 6T 11 ■i■u ■u ■wi 1■■■ ■ 1 i ■r ■11F5' ■t aaa.naJY 1 ■l11 ■1' ■ ■ ■[ -1 maim gtI i ■■■■ 1■1111■L - - __:1 1■ ■lit ■3111■ AUK 6T 1 411Y 112M' SCALE 3/11e=r -0 24 0 • in SCALE 3/5 GOAT HOOK s 60' AFF 0 BABY Cf44N164RS STATION 19 1 EXTEND TILE TO (EEL% DOOR BY 6L. ELEV. - FAMILY RESTROOM riE/A p. /DM REST 1Obw IRAs RISI tJ OM (504l. DECORATIVE LIGHT BY 01 513: ARCA DWG. FOR KOONS FIXTURES 4 RR AGCB. n LP - 1I SCALE 318•=1•-0' 1 A SCALE 1 25 31 116'Mk+ DETAIL - FUBLIC RESTROOM MALL 36' MAX TOILET PAPER ELEV. - FAMILY RESTROOM SGALE 3x16 ='4 J ELEVATION - WOMEN'S RESTROOM r i < \ 1 r � I. I Il - d 11 .- - I 14,- • 11011111111111111111 : ` S ARC. 17/16. FOR 1 EE FUR -BIN* FIXTURES 4 RESTROOM JIGGE550RES SCALE 318'21•-O' INSET MIRROR PAWL DOOR AND KICK PLATE SCALE - 5 "P YVKINIS ReSfRM/ S G A L E 1 ..•'i. ..a tt T J • � SGAL 1 ,� 11 4 20 2 4 F MS LY RAC I Lrlc -21 O O I 6 2 T I 6T 3 6T 161d 6T FSILI LANARK BRUSHWORK LI- DfI-21 COLOR CHABLIS 011014315 RESflt00! ) LANARK MARO0E5SA L2 -MO-19 COLOR 60LDEN (!Vl5 RES1ROO4 t FAMLY RESTROv0 12'X 12' X 316' WORY CLASSIC 1RAVFNTBE; HONED 4 FILLED DEER TILE nor 12' GI6ARO LINER ANGENT 11PELED BE16E CLASSIC SPEC CERAMC5 l .91 MOTIIED 3/4' DIA. X I/8' P0111. RODS, COLOR 11 15L -2645 (GOLD) (MIS RESTROOM t FMSLY RESTROGMJ SFEG CU3tAMG5 MESH MOLNTED 3/4' DIA x U6' FEW ROWS. COLOR 'I L2635 (OFF PH1E) (YTO14rN5 RESTROOM) INTERC AMIG TILE: *A346IT; 4-14' X 6' FLAT TOP 6.055 BLACK FROM TIE BOLD TONES COLLECTION. 214503 -x5500 6RObT TO BE LAT1C.RETE BLACK. NUMBER NOT USED. 6RANITI FlANORE 'ORO VECCHIO' RIIO 1242 POLISHED. 6ROUT tF APPLICABLE TO BE LAIICRETE 1 Miff PEWTER 1ATAPDXY• EPDXY GROUT 52100 (6T -14). R/4MR NOT USED. DAL TILE GLAZED WALL TILE, COLOR 1 6X6'X5116• VICK. DAL T1LE 6LA2EI WALL TtE. COLOR 11 165, 65075/16' THICK DAL TILE COVE BASE. COLOR M180, 6'X6'XSA6' THICK NJMBER NOT USED. 12• X 17 X 3/8' MI A LIM:STOE 17 X 12' X 336' DAKOTA 14/4106ANY. 6ROUf IF APPLICABLE TO BE LAIIGRETE *45 RAVEN (6T -13). 'INDIANA BUFF' LEESTOIE SLAB, 3/4' THICK CUT TO SIZE FOR EXTERIOR WALL FINISH APPLK.ATION, NTH BRICK FAUNS. FOR ALTERNATE* HORIZONTAL BAND OR EXT. FINER GUT TO 9504' SEE ELEVAT1OII55 ABA, ASJ 'SILVER:ROOK' SLATE TILE. 316' THICK x 9' x 12•. our TO 511E FGR DCTERRIIOR MALL FINISH JIPPLK.ATION. CMG 'ZODIAC VERDE.'. 12' X 12' X 318' THICK; NATURAL. EXTERIOR FINISH APPLICATION. AVALABLE FROM CREATIVE MATERIALS GORAORTATTO % (518) 4524644. 6ROJT TO EE LAIICRETE. 1917N8614T BL GK 1 MAPS - KERAPDXY 713ZRAGOTA 1 LATlGRETE 161746HT BLACK 122 LATK•RETE ALMOND 1, 85 AlSTOM OLDS. PRODUCTS BUTTER CREAM *11 LATICRETE SILVBB SHADOW 1 LAIIGRETE F ATM631 LATIGRETE PAQCI•s.EWT 461 INSTALL &ROUT Pet MAIEFACIIRERS REGM4431DATION < IDerM. • TRAVERTRe PRAM AROUND STARA/E. STEM RESTRAIN AccessCItJe6 I . I g ME loot* — E (STAGGERED) 4 _ 1 "I ' OBE ROIL Ox — w tMi EaS6 11/•' a. l3 MACES) 1; .,,_ _1 -mac-- . WALLGOVERING WAIL TILE GROUT F NI SHES 1 6T 6 6T 6T 1 13 r a 4 LAT1 RETE SALTU.LO 1 LATIGRETE 14.0$E00M 1 LATK.RETE ANTIQUE WHITE 1, 23 /414MR NOT USED LAT1CRETE SAND 8E16E 1, 30 LATK.RETE RAVEN *45 LATK.RETE -116HT PE1'IUER 1, 40" LATAFOXY' EPDXY 661011T 52100 m G SGALE Ni01t5R*IgiLTLE 1 -!/r CLASSIC .1RAVERTPE FRAM. FELD CUT 3Y GC. DETAIL - PU@L1G RESTROOM WALL TILE FINISHES I 1EN 0000( A el. CA 6: The 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949) - 261 - 2602 FAX (949) - 261 - 9614 DES/GNER 1 GF ORA R -Pk lit -161 CHECKED D. '!!77.sT OS 316. J. PROGRESS Ma • s: X. Ptmaeoc - - -- -_ BD SET CONSTakTCH 1 J C In 4 CI M r rN n 4 4N n> 7e r 0 m A toy 1a1._ 9 22" • 1I. I• ,I I 1 I , :• I S. 1• 21/4 "71 r• �I 2' 2'4 144 1 -e" ■ 114. 1 MINI 2 1. 1 , 2.4 W I/4 3/4 I /4' 3/4' MW 2'.1 14" 2 1/4 • • • � el 1/16 \ • I, r• • • MW W ?'4 In Mv4 2 •.I W 1 I I ii 5. 2 1/4 V4 '\ 1/4' 2'41/4" OVRR4LL DOOR m/ T 3 111 2'•11" 2'4 314' OVERALL CABINET X1/4" 2'4 1/4" Ov4RALL DOOR N 3' 1 ''' 11 6" • 4 214 1/4' • IA• •. 3/4" ,7114" • ig • 2'.11" 2 5/4 OVERALL CABINET 2'.4 1/2" OVERALL. DOOR 4 2'4 314' 04 014. CABINET N TYr AR 2 3/4" 2'.n" t o W • • • 2'.1 I/3' 3 V4" \ \ \� 2 3/4" 2'4 3/4' 2'4 3/4" • ti 1 3A`" I • \' \ s rn m m m m H m 2 V4' f /4 • 2'•11" 2'43/4" Ov4R4LL CABINET 2 1/4' CMIIRA1.1. DOOR 2'•2 1 /4" 4 Rg y ig d tiR g I ' d • 111 • • 3/16' • • • • • • • • L w 1/4' 314" MAO( WEIQIMT) eQ 3" R 1l 1/4" 1/4' ra N s _ N iimmt L /d� �j� 4 3/4" 3/4" w • sq I. 1.• cp 0 W w a 0 x 0 70 rn rn x 0 11 I' nt r nt < 0 x 1 ` j \ \ \. • \�/ \ h1 2 -I la" • / 1 L_ \ 1=1 OM 1'. 111/4" 2 I/2" 3'-3 I/1" 3 • ME OM 1IR' 4'•6 1/4" 31.ON Imo/ 2 1/4 3/4) 3" 2'4" 1 /4'4, / EQ EQ EQ EQ EQ EQ EQ 1/2" 1R 'a "C. 1/2 1'•61/4" MW ►, 1'7• -n 31.011 I' -II I/4" 1'-31/4" 0 0 Waftisar ( u O" 101 0 0 2 2'4 3/4" OVERALL CABINET 2'4 3/4" 2' -II' 2 / \ 2 -Il" / I / / 0o' I +:.��:'• e II • I / \ \ / L � \ /1 ...n,j \' o S w • N N ▪ B S i 2'•6 3/4" a 2' -6 3/4" e giecakeeractog I NEW RESTAURANT CONSTRUCTION I WESTFIELD SOUTHCENTER MALL 230 STRANDER BLVD., TUKWILA, WA 98188 I 1/2" • S u, s• 0 0 nt se CS 511 p i §i P o l tab • ;1. L4:4 v44;1 7 11/1 1 i t CO cc, Jah CO co I 1.4 IV I CD IV Zl 1 Ile 6 2 3/4 WM 11 U i! Wil '111 /1 1 1 1 1 111 1!"!I II i e 6 ghlir 1 0 V 1 ! 5 I g' ORO R R 1 ' g li 0 5 ii 0,1 1 i i III li 1 1 RR 1 " ..gz . 0 § 4 i M 9 0 ill R It 12 011 : 4" , Olat V7 ` / , I_ tISN T •3 ra' �. � I /4 - I n i 4. T i _ 115 � 0 � '" W 0 [. . . . . . ., , 211• 1 J C In 4 CI M r rN n 4 4N n> 7e r 0 m A toy 1a1._ 9 22" • 1I. I• ,I I 1 I , :• I S. 1• 21/4 "71 r• �I 2' 2'4 144 1 -e" ■ 114. 1 MINI 2 1. 1 , 2.4 W I/4 3/4 I /4' 3/4' MW 2'.1 14" 2 1/4 • • • � el 1/16 \ • I, r• • • MW W ?'4 In Mv4 2 •.I W 1 I I ii 5. 2 1/4 V4 '\ 1/4' 2'41/4" OVRR4LL DOOR m/ T 3 111 2'•11" 2'4 314' OVERALL CABINET X1/4" 2'4 1/4" Ov4RALL DOOR N 3' 1 ''' 11 6" • 4 214 1/4' • IA• •. 3/4" ,7114" • ig • 2'.11" 2 5/4 OVERALL CABINET 2'.4 1/2" OVERALL. DOOR 4 2'4 314' 04 014. CABINET N TYr AR 2 3/4" 2'.n" t o W • • • 2'.1 I/3' 3 V4" \ \ \� 2 3/4" 2'4 3/4' 2'4 3/4" • ti 1 3A`" I • \' \ s rn m m m m H m 2 V4' f /4 • 2'•11" 2'43/4" Ov4R4LL CABINET 2 1/4' CMIIRA1.1. DOOR 2'•2 1 /4" 4 Rg y ig d tiR g I ' d • 111 • • 3/16' • • • • • • • • L w 1/4' 314" MAO( WEIQIMT) eQ 3" R 1l 1/4" 1/4' ra N s _ N iimmt L /d� �j� 4 3/4" 3/4" w • sq I. 1.• cp 0 W w a 0 x 0 70 rn rn x 0 11 I' nt r nt < 0 x 1 ` j \ \ \. • \�/ \ h1 2 -I la" • / 1 L_ \ 1=1 OM 1'. 111/4" 2 I/2" 3'-3 I/1" 3 • ME OM 1IR' 4'•6 1/4" 31.ON Imo/ 2 1/4 3/4) 3" 2'4" 1 /4'4, / EQ EQ EQ EQ EQ EQ EQ 1/2" 1R 'a "C. 1/2 1'•61/4" MW ►, 1'7• -n 31.011 I' -II I/4" 1'-31/4" 0 0 Waftisar ( u O" 101 0 0 2 2'4 3/4" OVERALL CABINET 2'4 3/4" 2' -II' 2 / \ 2 -Il" / I / / 0o' I +:.��:'• e II • I / \ \ / L � \ /1 ...n,j \' o S w • N N ▪ B S i 2'•6 3/4" a 2' -6 3/4" e giecakeeractog I NEW RESTAURANT CONSTRUCTION I WESTFIELD SOUTHCENTER MALL 230 STRANDER BLVD., TUKWILA, WA 98188 I 1/2" • S u, s• 0 0 nt se CS 511 p i §i P o l tab • ;1. L4:4 v44;1 7 11/1 1 i t CO cc, Jah CO co I 1.4 IV I CD IV Zl 1 Ile 6 2 3/4 WM 11 U i! Wil '111 /1 1 1 1 1 111 1!"!I II i e 6 ghlir 1 0 V 1 ! 5 I g' ORO R R 1 ' g li 0 5 ii 0,1 1 i i III li 1 1 RR 1 " ..gz . 0 § 4 i M 9 0 12 011 ill 411 ihs In piij m s gE 7 11 811 1111 ' _� ig Qm 1 J C In 4 CI M r rN n 4 4N n> 7e r 0 m A toy 1a1._ 9 22" • 1I. I• ,I I 1 I , :• I S. 1• 21/4 "71 r• �I 2' 2'4 144 1 -e" ■ 114. 1 MINI 2 1. 1 , 2.4 W I/4 3/4 I /4' 3/4' MW 2'.1 14" 2 1/4 • • • � el 1/16 \ • I, r• • • MW W ?'4 In Mv4 2 •.I W 1 I I ii 5. 2 1/4 V4 '\ 1/4' 2'41/4" OVRR4LL DOOR m/ T 3 111 2'•11" 2'4 314' OVERALL CABINET X1/4" 2'4 1/4" Ov4RALL DOOR N 3' 1 ''' 11 6" • 4 214 1/4' • IA• •. 3/4" ,7114" • ig • 2'.11" 2 5/4 OVERALL CABINET 2'.4 1/2" OVERALL. DOOR 4 2'4 314' 04 014. CABINET N TYr AR 2 3/4" 2'.n" t o W • • • 2'.1 I/3' 3 V4" \ \ \� 2 3/4" 2'4 3/4' 2'4 3/4" • ti 1 3A`" I • \' \ s rn m m m m H m 2 V4' f /4 • 2'•11" 2'43/4" Ov4R4LL CABINET 2 1/4' CMIIRA1.1. DOOR 2'•2 1 /4" 4 Rg y ig d tiR g I ' d • 111 • • 3/16' • • • • • • • • L w 1/4' 314" MAO( WEIQIMT) eQ 3" R 1l 1/4" 1/4' ra N s _ N iimmt L /d� �j� 4 3/4" 3/4" w • sq I. 1.• cp 0 W w a 0 x 0 70 rn rn x 0 11 I' nt r nt < 0 x 1 ` j \ \ \. • \�/ \ h1 2 -I la" • / 1 L_ \ 1=1 OM 1'. 111/4" 2 I/2" 3'-3 I/1" 3 • ME OM 1IR' 4'•6 1/4" 31.ON Imo/ 2 1/4 3/4) 3" 2'4" 1 /4'4, / EQ EQ EQ EQ EQ EQ EQ 1/2" 1R 'a "C. 1/2 1'•61/4" MW ►, 1'7• -n 31.011 I' -II I/4" 1'-31/4" 0 0 Waftisar ( u O" 101 0 0 2 2'4 3/4" OVERALL CABINET 2'4 3/4" 2' -II' 2 / \ 2 -Il" / I / / 0o' I +:.��:'• e II • I / \ \ / L � \ /1 ...n,j \' o S w • N N ▪ B S i 2'•6 3/4" a 2' -6 3/4" e giecakeeractog I NEW RESTAURANT CONSTRUCTION I WESTFIELD SOUTHCENTER MALL 230 STRANDER BLVD., TUKWILA, WA 98188 I 1/2" • S u, s• 0 0 nt se CS 511 p i §i P o l tab • ;1. L4:4 v44;1 7 11/1 1 i t CO cc, Jah CO co I 1.4 IV I CD IV Zl 1 Ile 6 2 3/4 WM 11 U i! Wil '111 /1 1 1 1 1 111 1!"!I II i e 6 ghlir 1 0 V 1 ! 5 I g' ORO R R 1 ' g li 0 5 ii 0,1 1 i i III li 1 1 RR 1 " ..gz . 0 § 4 i M 9 0 • MANAGER SIDE COMPUTER EQUIPMENT ELEVATION }- + ---r�r • :r; GO, OVREATdrwis-INKCent s-IATOr eolat15- 2i. Cw¢ 03. 772907TT :SS0SJt1,GCB- Oesg.1R7550[Oi9Mlp3 1 e 1<; i s ) ! e F L. .1- ..!' . ....1 ;1,;1 SAT SIDE COMPUTER EQUIPMENT ELEVATION SCALE 3/4' = 147 - - 1 SCALE 314• =1 -0' H 1 3A POOR SIDE EQUIPMENT ELEVATION 1 '_" ., }4A EDGE OF WALL T 8 'O a, k SAT • 4' -6' r -o' 9• 4 3• -0' • 4• -4't a r -3` ' -10 V4't '•T V4' 1 34 s MANAGER SIPE OFFICE ELEVATION STORE AREA TECHNICIAN) SIPE OFFICE ELEVATION SCALE 314' = 1 SCALE 3/4• = 1=0 DOOR SIDE OFFICE ELEVATION 1 14 APO E P5 POWER SUPPLY FOR SAT COMPUTE:It POKER SUPPLY FOR CREDIT CARD CONFUTER POKER SUPPLY FOR PO5 DRIVER COMPUTER SAT COMPUTER CREDIT CARD GOt RIVER POS DRIVER COMPUTER SWITCH BOX CREDIT CARD MODEM POWER VAR RACK POKER STRIP SYSTEGH BOX POWER SUPPLY SYSTEGH BOX PATCH PATE- FOR REMOTE PRINTERS PATCH PANEL FOR MISC. CONPUTERS HP PROOJRVE SWTITCH PATCH PANE- FOR POS TERMINALS DISCO ROUTER 5A IS ROUTER SAWS MoDEM SONlG WALL 0.4AP) SECURITY CAMERA PANEL INTELLEX EMIT UPS INTE3_LEX UNIT MONITOR OFFICE PRIMER UPS UPS EXTRA BATTERY TYCO (2) E -COS WWOI$DS TERMINAL PRINTER POS TERMINAL M6R GOMIPULEIt MONITOR P- TOUCH LABEL MAKER TE MINAL- PRIMER POWER SUPPLY POKER VAR APG UPS MANAGER CONFUTER MODEM MGR DELL CONFUTER N4SR CONFUTER POWER SUPPLY TELEPHONE PANIC an SAFE COPIER / PRINTER / FAX OUTLINE OF CONFUTER RACK FILE CABINET OFFICE EQUIPMENTS GONMt'IGATION GABLES FOR POS SYSTEM DOMES DOWN FROM GEILQ DEAR THE COMER OF YCALL. NLLWO.Z< SHALL PROVIDE REN1OVEEJ19LE COVF32 PANEL MATCHING THEE OFFICE CABINET. 1/01.1,.E CONTROL Lt6HT SENSOR SWITCH SECERITY ALAN PAD THERMOSTAT AI DIRTY POWER A2 MMEER NOT USED A3 DIRTY POSPar A4 PRTY POWER A5 DIRTY ?OPE R A6 DIRTY POWER WAD 01 Gott/ LA4 JACK B2 caty LAN JACK CA MCVE4 JACK G2 N.MER NOT U5ED G3 MODEM -AOC C4 MODEM JAM G5 ?V 4 JCK t mac .!AcK O PHONE JACK EI 16 PPLEX CUTLET (MANSE TAGE. /FLAT ) E2 b Dr.PtEX OUTLET (OR.A` SE TES 13 36 P.PLEX an- -.ET (ORAL AGLF.RLAT;) E4 16 PPLEX OWLET (O4AME REf.E P ACLECLATM) ES 16 MAO CUTLET (Ot7AvE Q6GEPTAGLE/P AT=.,f Fi CPS PAZ( POPOL OUTLET MED RECEPPGLEPL.A F2 IPS PPLEX POSER CUTLET (c® smcenAGLEAn.Alw 6 UPS (ORANGE. AGis1°LAij '4 5-20 CORD rb-o COW) J 5 5-20 CORD C5-0 COQ) L ss4- wzasitrr GO JJC T OFFICE CABLING 4 PNIRING LEGEND U TILITY USE POWER UPS PLUS INTO 16 REGETAGE (E5) PLUG POWER INTO BATTERY OUTLET ON APG UPS 0) PL I/6 POWER TO POYER VAR (10) PLU& POKER INTO POWER VAR 00) PLUG GotV PATCH CABLE DIRECTLY INTO SWITCH (REFER TO POS TERMINALS 4 PRINTERS LOCATION PLUG GatV PATCH GABLE DIREGTLY INTO SWITCH °REFER TO POS TERMINALS 4 PRINTERS LOCATION PLUG Gott/ PATCH GABLE DIRECTLY INTO SWITCH (REFER TO POS TERMINALS t PRINTERS LOCATION RECEIVES POWE=R FROM SAT CONFUTER RECEIVES POKER FROM CREDIT CARD CONFUTER INTo MODEM JACK (C4) FLU& FOYER INTO UPS (RED) REGEPrAGLE (F2) PLUG POY1ER INTO UPS (RED) RECEPTACLE (PI) FLU& POWER INTO RACK POWER STRIP 01) PLUS CatV PATCH GABLE DIRECTLY INTO SWITCH (DER TO POS TERMINALS 4 PRIKUERS LOCATION LIST FOR PORT II) PL U6 POWER INTO RACK POWER STRIP (II) PLUG POWER IMO RACK POWER STRIP 0I). PLUS Cot)/ PATCH CABLE DIRECTLY INTO SWITCH (REFER TO POS TERMINALS 4 PRINTERS LOCATION LIST FOR PORT 0) PLIAS FOYER INTO RACK POWER STRIP 01) PLUG PME'R INTO RACK POYIER STRIP (II). PLUS PHONE GABLE INTO t4 E14 JACK (b). PLUG POWR INT 16 REGERTAGL.E (A). PLUS GOtV PATCH GABLE DIRECTLY INTO SWITCH (REFER TO P05 TERMINALS 4 PRIMERS L OGATION LIST FOR PORT s) HARDWARE TO GIRCIAT PLUG PIPER INTO 16 RECEPTACLE (Ea) PLUG POWER INTO UPS (23). PLUS Catl PATCH CABLE DIRECTLY INTO SWITCH (REFER TO P05 TERMINALS 4 PRINTERS LOCATION LIST FOR PORT 0) PLUG POWER INTO WS (RED) RECEPTACLE (P2) PLUS POWER INTO 16 RECEPTACLE Ib)_ P1JJ6 Gott/ PATCH GALE DIRECTLY INTO SWITCH (REFER TO POS TERMINALS 4 PRINTERS LOCATION LIST FOR PORT 4) FLU& POWER INTO (6) COMEGT TO UPS PLW INTO 16 RECEPTAGE (E5) PLUG POWER INTO POPERVAR (35). PLACE PCYWER SUPPLY (34) ON SHELF E3i=1AW COUNTER TOP PU/6 POWER INTO POWER VAR (35). PLUS Gat& PATCH GABLE INTO LAN JACK (82). PLUS POWER IKTO BATTERY OWfI.ET ON UPS (36). PLUS POWER INTO RESULAR OUTLET ON % P5 (36). PLU6 INTO POWER VAR (361 PLUG INTO 16 RECEPTACLE (EI). PLUG INTO 16 RECEPTACLE (EN). RECEIVES POWER MGR CONFUTER PLUS PHONE GABLE INTO MODEM JACK (G5). PLUS POWER INTO DATiER( OUTLET ON UPS (36). PLUS GOtV PATCH GABLE INTO LAN JACK (D). PLUS POKER INTO BATTERY OUTLET OK UPS (36). PLUG INTO PHOIE: JACK (D) AND (G5) LOCATED UWERNEATH OFFICE COUNTER PLUS INTO POWER RECEPTACLE (A4) PLUG INTO POYIER RECEPTACLE (A5) SEE ELEC. DYCSS. FOR DETAILS. SEE aEG.17W65_ FOR DETAILS_ SIM E LEG DYC6S. FOR DETAILS. SEE: ELEC. DYC65 FOR DETAILS USE THIS IF IP5 4 16 POWER 6 5 BAD. FOYER FOR SAFE COPIER / PRINTER / FAX COMM / PUNTER / FAX POS TER`GXAL_ 4 MANAGE% OD IVTE AREA P. TOR SPARE MOr_1E4 SAWS MODE4 t TT SAT MOOE?4 4 CREDIT CACt714:;084 VANA6E'R GO VIITF 4 T'E-E FI.O 1E IFS 4 PCB VAR SO CC HALL (HAM 4 i' i.EX I S OFFS PQ:ire% TrIS IS WED FOR BAOCP . -_ _ F EFS &SCOT 6OErs SAO MC UPS CON'IVTER RACK PO/ER S'R° PAPIER VAR It MONITOR GlirkIT 1 OK PIO'r PAM F2375 VAN PELL BAR TM. i BAKERY c. ADD 1 SERVER Tom,`! + W` Al FLOOR. GROUT 1 CA PO5 PAS HEWS ALL WS (RD) OT, &E. CF GE COMPUTER GARNET. FI ret FOR Phi L166-T AX-,UE UNGEMEAt GAEEET GO'I T EFT GOr7AGT LEAD FRCS! SAFE TO SGGR T Y PAM.- LIST FOR PORT 0 ) LIST FOR PORT 0) LIST FOR PORT 1) PLlJ6 PHONE CABLE 1 for yrmPLEAN 1 f. i1 1 fine 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949)-261-2602 FAX (949) - 261 - 9614 • Z C>'E'YOFr':•' FIECEIVF.3 •': MAR 2 91037 PETA.T .- J 2 N LL w 1 Z w 0 I— D 1 0 I � VJ 0 w ) — w 1 SHEET TITLE °MICE ELECTRICAL ELEVATION 0E9Cs'NER 1 OR.11.14M .341. CHECKED D. K7J_EFG?S SOLE 3/4 - - - -0 -- — DtiTE PRINTED SHEET 'JU': BEP ID -5.21 Or SHEETS 00 1 E? �— .- --1- --_- — --- -- --- -- - - - .. _ - - -- - -- I ; II ?•-6' Ij I • .-- I I f Al I: it I I ' E3 ! E ' F1 2 - h! 1 z - - _ I A6 � - Al I - -- i c - g be _ 5 3'-0't 13' 4' -10 V4' 74 3/4• b' -10' X 5--6• r-e' r -o' , r -6• K i . I II __- — -�. -- . _— -- ---- -- — — I G H J. E4 `� D • Al L L B F ' A3 = D _. ; l I ,I I ,, _ I. 4 A!5 6 6 6' ('• 6` 6 3'-6 t/8•: 7-0' SAFE DK / 11 t/8' A' 5' 4 , r - ?` / r -9' NOLO O tERaLL DE t HOLD °`/Bum DM / 4• -Y j r / 16•4o V4' • MANAGER SIDE COMPUTER EQUIPMENT ELEVATION }- + ---r�r • :r; GO, OVREATdrwis-INKCent s-IATOr eolat15- 2i. Cw¢ 03. 772907TT :SS0SJt1,GCB- Oesg.1R7550[Oi9Mlp3 1 e 1<; i s ) ! e F L. .1- ..!' . ....1 ;1,;1 SAT SIDE COMPUTER EQUIPMENT ELEVATION SCALE 3/4' = 147 - - 1 SCALE 314• =1 -0' H 1 3A POOR SIDE EQUIPMENT ELEVATION 1 '_" ., }4A EDGE OF WALL T 8 'O a, k SAT • 4' -6' r -o' 9• 4 3• -0' • 4• -4't a r -3` ' -10 V4't '•T V4' 1 34 s MANAGER SIPE OFFICE ELEVATION STORE AREA TECHNICIAN) SIPE OFFICE ELEVATION SCALE 314' = 1 SCALE 3/4• = 1=0 DOOR SIDE OFFICE ELEVATION 1 14 APO E P5 POWER SUPPLY FOR SAT COMPUTE:It POKER SUPPLY FOR CREDIT CARD CONFUTER POKER SUPPLY FOR PO5 DRIVER COMPUTER SAT COMPUTER CREDIT CARD GOt RIVER POS DRIVER COMPUTER SWITCH BOX CREDIT CARD MODEM POWER VAR RACK POKER STRIP SYSTEGH BOX POWER SUPPLY SYSTEGH BOX PATCH PATE- FOR REMOTE PRINTERS PATCH PANEL FOR MISC. CONPUTERS HP PROOJRVE SWTITCH PATCH PANE- FOR POS TERMINALS DISCO ROUTER 5A IS ROUTER SAWS MoDEM SONlG WALL 0.4AP) SECURITY CAMERA PANEL INTELLEX EMIT UPS INTE3_LEX UNIT MONITOR OFFICE PRIMER UPS UPS EXTRA BATTERY TYCO (2) E -COS WWOI$DS TERMINAL PRINTER POS TERMINAL M6R GOMIPULEIt MONITOR P- TOUCH LABEL MAKER TE MINAL- PRIMER POWER SUPPLY POKER VAR APG UPS MANAGER CONFUTER MODEM MGR DELL CONFUTER N4SR CONFUTER POWER SUPPLY TELEPHONE PANIC an SAFE COPIER / PRINTER / FAX OUTLINE OF CONFUTER RACK FILE CABINET OFFICE EQUIPMENTS GONMt'IGATION GABLES FOR POS SYSTEM DOMES DOWN FROM GEILQ DEAR THE COMER OF YCALL. NLLWO.Z< SHALL PROVIDE REN1OVEEJ19LE COVF32 PANEL MATCHING THEE OFFICE CABINET. 1/01.1,.E CONTROL Lt6HT SENSOR SWITCH SECERITY ALAN PAD THERMOSTAT AI DIRTY POWER A2 MMEER NOT USED A3 DIRTY POSPar A4 PRTY POWER A5 DIRTY ?OPE R A6 DIRTY POWER WAD 01 Gott/ LA4 JACK B2 caty LAN JACK CA MCVE4 JACK G2 N.MER NOT U5ED G3 MODEM -AOC C4 MODEM JAM G5 ?V 4 JCK t mac .!AcK O PHONE JACK EI 16 PPLEX CUTLET (MANSE TAGE. /FLAT ) E2 b Dr.PtEX OUTLET (OR.A` SE TES 13 36 P.PLEX an- -.ET (ORAL AGLF.RLAT;) E4 16 PPLEX OWLET (O4AME REf.E P ACLECLATM) ES 16 MAO CUTLET (Ot7AvE Q6GEPTAGLE/P AT=.,f Fi CPS PAZ( POPOL OUTLET MED RECEPPGLEPL.A F2 IPS PPLEX POSER CUTLET (c® smcenAGLEAn.Alw 6 UPS (ORANGE. AGis1°LAij '4 5-20 CORD rb-o COW) J 5 5-20 CORD C5-0 COQ) L ss4- wzasitrr GO JJC T OFFICE CABLING 4 PNIRING LEGEND U TILITY USE POWER UPS PLUS INTO 16 REGETAGE (E5) PLUG POWER INTO BATTERY OUTLET ON APG UPS 0) PL I/6 POWER TO POYER VAR (10) PLU& POKER INTO POWER VAR 00) PLUG GotV PATCH CABLE DIRECTLY INTO SWITCH (REFER TO POS TERMINALS 4 PRINTERS LOCATION PLUG GatV PATCH GABLE DIREGTLY INTO SWITCH °REFER TO POS TERMINALS 4 PRINTERS LOCATION PLUG Gott/ PATCH GABLE DIRECTLY INTO SWITCH (REFER TO POS TERMINALS t PRINTERS LOCATION RECEIVES POWE=R FROM SAT CONFUTER RECEIVES POKER FROM CREDIT CARD CONFUTER INTo MODEM JACK (C4) FLU& FOYER INTO UPS (RED) REGEPrAGLE (F2) PLUG POY1ER INTO UPS (RED) RECEPTACLE (PI) FLU& POWER INTO RACK POWER STRIP 01) PLUS CatV PATCH GABLE DIRECTLY INTO SWITCH (DER TO POS TERMINALS 4 PRIKUERS LOCATION LIST FOR PORT II) PL U6 POWER INTO RACK POWER STRIP (II) PLUG POWER IMO RACK POWER STRIP 0I). PLUS Cot)/ PATCH CABLE DIRECTLY INTO SWITCH (REFER TO POS TERMINALS 4 PRINTERS LOCATION LIST FOR PORT 0) PLIAS FOYER INTO RACK POWER STRIP 01) PLUG PME'R INTO RACK POYIER STRIP (II). PLUS PHONE GABLE INTO t4 E14 JACK (b). PLUG POWR INT 16 REGERTAGL.E (A). PLUS GOtV PATCH GABLE DIRECTLY INTO SWITCH (REFER TO P05 TERMINALS 4 PRIMERS L OGATION LIST FOR PORT s) HARDWARE TO GIRCIAT PLUG PIPER INTO 16 RECEPTACLE (Ea) PLUG POWER INTO UPS (23). PLUS Catl PATCH CABLE DIRECTLY INTO SWITCH (REFER TO P05 TERMINALS 4 PRINTERS LOCATION LIST FOR PORT 0) PLUG POWER INTO WS (RED) RECEPTACLE (P2) PLUS POWER INTO 16 RECEPTACLE Ib)_ P1JJ6 Gott/ PATCH GALE DIRECTLY INTO SWITCH (REFER TO POS TERMINALS 4 PRINTERS LOCATION LIST FOR PORT 4) FLU& POWER INTO (6) COMEGT TO UPS PLW INTO 16 RECEPTAGE (E5) PLUG POWER INTO POPERVAR (35). PLACE PCYWER SUPPLY (34) ON SHELF E3i=1AW COUNTER TOP PU/6 POWER INTO POWER VAR (35). PLUS Gat& PATCH GABLE INTO LAN JACK (82). PLUS POWER IKTO BATTERY OWfI.ET ON UPS (36). PLUS POWER INTO RESULAR OUTLET ON % P5 (36). PLU6 INTO POWER VAR (361 PLUG INTO 16 RECEPTACLE (EI). PLUG INTO 16 RECEPTACLE (EN). RECEIVES POWER MGR CONFUTER PLUS PHONE GABLE INTO MODEM JACK (G5). PLUS POWER INTO DATiER( OUTLET ON UPS (36). PLUS GOtV PATCH GABLE INTO LAN JACK (D). PLUS POKER INTO BATTERY OUTLET OK UPS (36). PLUG INTO PHOIE: JACK (D) AND (G5) LOCATED UWERNEATH OFFICE COUNTER PLUS INTO POWER RECEPTACLE (A4) PLUG INTO POYIER RECEPTACLE (A5) SEE ELEC. DYCSS. FOR DETAILS. SEE aEG.17W65_ FOR DETAILS_ SIM E LEG DYC6S. FOR DETAILS. SEE: ELEC. DYC65 FOR DETAILS USE THIS IF IP5 4 16 POWER 6 5 BAD. FOYER FOR SAFE COPIER / PRINTER / FAX COMM / PUNTER / FAX POS TER`GXAL_ 4 MANAGE% OD IVTE AREA P. TOR SPARE MOr_1E4 SAWS MODE4 t TT SAT MOOE?4 4 CREDIT CACt714:;084 VANA6E'R GO VIITF 4 T'E-E FI.O 1E IFS 4 PCB VAR SO CC HALL (HAM 4 i' i.EX I S OFFS PQ:ire% TrIS IS WED FOR BAOCP . -_ _ F EFS &SCOT 6OErs SAO MC UPS CON'IVTER RACK PO/ER S'R° PAPIER VAR It MONITOR GlirkIT 1 OK PIO'r PAM F2375 VAN PELL BAR TM. i BAKERY c. ADD 1 SERVER Tom,`! + W` Al FLOOR. GROUT 1 CA PO5 PAS HEWS ALL WS (RD) OT, &E. CF GE COMPUTER GARNET. FI ret FOR Phi L166-T AX-,UE UNGEMEAt GAEEET GO'I T EFT GOr7AGT LEAD FRCS! SAFE TO SGGR T Y PAM.- LIST FOR PORT 0 ) LIST FOR PORT 0) LIST FOR PORT 1) PLlJ6 PHONE CABLE 1 for yrmPLEAN 1 f. i1 1 fine 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949)-261-2602 FAX (949) - 261 - 9614 • Z C>'E'YOFr':•' FIECEIVF.3 •': MAR 2 91037 PETA.T .- J 2 N LL w 1 Z w 0 I— D 1 0 I � VJ 0 w ) — w 1 SHEET TITLE °MICE ELECTRICAL ELEVATION 0E9Cs'NER 1 OR.11.14M .341. CHECKED D. K7J_EFG?S SOLE 3/4 - - - -0 -- — DtiTE PRINTED SHEET 'JU': BEP ID -5.21 Or SHEETS - ; II ?•-6' Ij I • .-- I f Al I: it D ,111 Al I - -- i c - _ 5 3'-0't 13' 4' -10 V4' 74 3/4• b' -10' • MANAGER SIDE COMPUTER EQUIPMENT ELEVATION }- + ---r�r • :r; GO, OVREATdrwis-INKCent s-IATOr eolat15- 2i. Cw¢ 03. 772907TT :SS0SJt1,GCB- Oesg.1R7550[Oi9Mlp3 1 e 1<; i s ) ! e F L. .1- ..!' . ....1 ;1,;1 SAT SIDE COMPUTER EQUIPMENT ELEVATION SCALE 3/4' = 147 - - 1 SCALE 314• =1 -0' H 1 3A POOR SIDE EQUIPMENT ELEVATION 1 '_" ., }4A EDGE OF WALL T 8 'O a, k SAT • 4' -6' r -o' 9• 4 3• -0' • 4• -4't a r -3` ' -10 V4't '•T V4' 1 34 s MANAGER SIPE OFFICE ELEVATION STORE AREA TECHNICIAN) SIPE OFFICE ELEVATION SCALE 314' = 1 SCALE 3/4• = 1=0 DOOR SIDE OFFICE ELEVATION 1 14 APO E P5 POWER SUPPLY FOR SAT COMPUTE:It POKER SUPPLY FOR CREDIT CARD CONFUTER POKER SUPPLY FOR PO5 DRIVER COMPUTER SAT COMPUTER CREDIT CARD GOt RIVER POS DRIVER COMPUTER SWITCH BOX CREDIT CARD MODEM POWER VAR RACK POKER STRIP SYSTEGH BOX POWER SUPPLY SYSTEGH BOX PATCH PATE- FOR REMOTE PRINTERS PATCH PANEL FOR MISC. CONPUTERS HP PROOJRVE SWTITCH PATCH PANE- FOR POS TERMINALS DISCO ROUTER 5A IS ROUTER SAWS MoDEM SONlG WALL 0.4AP) SECURITY CAMERA PANEL INTELLEX EMIT UPS INTE3_LEX UNIT MONITOR OFFICE PRIMER UPS UPS EXTRA BATTERY TYCO (2) E -COS WWOI$DS TERMINAL PRINTER POS TERMINAL M6R GOMIPULEIt MONITOR P- TOUCH LABEL MAKER TE MINAL- PRIMER POWER SUPPLY POKER VAR APG UPS MANAGER CONFUTER MODEM MGR DELL CONFUTER N4SR CONFUTER POWER SUPPLY TELEPHONE PANIC an SAFE COPIER / PRINTER / FAX OUTLINE OF CONFUTER RACK FILE CABINET OFFICE EQUIPMENTS GONMt'IGATION GABLES FOR POS SYSTEM DOMES DOWN FROM GEILQ DEAR THE COMER OF YCALL. NLLWO.Z< SHALL PROVIDE REN1OVEEJ19LE COVF32 PANEL MATCHING THEE OFFICE CABINET. 1/01.1,.E CONTROL Lt6HT SENSOR SWITCH SECERITY ALAN PAD THERMOSTAT AI DIRTY POWER A2 MMEER NOT USED A3 DIRTY POSPar A4 PRTY POWER A5 DIRTY ?OPE R A6 DIRTY POWER WAD 01 Gott/ LA4 JACK B2 caty LAN JACK CA MCVE4 JACK G2 N.MER NOT U5ED G3 MODEM -AOC C4 MODEM JAM G5 ?V 4 JCK t mac .!AcK O PHONE JACK EI 16 PPLEX CUTLET (MANSE TAGE. /FLAT ) E2 b Dr.PtEX OUTLET (OR.A` SE TES 13 36 P.PLEX an- -.ET (ORAL AGLF.RLAT;) E4 16 PPLEX OWLET (O4AME REf.E P ACLECLATM) ES 16 MAO CUTLET (Ot7AvE Q6GEPTAGLE/P AT=.,f Fi CPS PAZ( POPOL OUTLET MED RECEPPGLEPL.A F2 IPS PPLEX POSER CUTLET (c® smcenAGLEAn.Alw 6 UPS (ORANGE. AGis1°LAij '4 5-20 CORD rb-o COW) J 5 5-20 CORD C5-0 COQ) L ss4- wzasitrr GO JJC T OFFICE CABLING 4 PNIRING LEGEND U TILITY USE POWER UPS PLUS INTO 16 REGETAGE (E5) PLUG POWER INTO BATTERY OUTLET ON APG UPS 0) PL I/6 POWER TO POYER VAR (10) PLU& POKER INTO POWER VAR 00) PLUG GotV PATCH CABLE DIRECTLY INTO SWITCH (REFER TO POS TERMINALS 4 PRINTERS LOCATION PLUG GatV PATCH GABLE DIREGTLY INTO SWITCH °REFER TO POS TERMINALS 4 PRINTERS LOCATION PLUG Gott/ PATCH GABLE DIRECTLY INTO SWITCH (REFER TO POS TERMINALS t PRINTERS LOCATION RECEIVES POWE=R FROM SAT CONFUTER RECEIVES POKER FROM CREDIT CARD CONFUTER INTo MODEM JACK (C4) FLU& FOYER INTO UPS (RED) REGEPrAGLE (F2) PLUG POY1ER INTO UPS (RED) RECEPTACLE (PI) FLU& POWER INTO RACK POWER STRIP 01) PLUS CatV PATCH GABLE DIRECTLY INTO SWITCH (DER TO POS TERMINALS 4 PRIKUERS LOCATION LIST FOR PORT II) PL U6 POWER INTO RACK POWER STRIP (II) PLUG POWER IMO RACK POWER STRIP 0I). PLUS Cot)/ PATCH CABLE DIRECTLY INTO SWITCH (REFER TO POS TERMINALS 4 PRINTERS LOCATION LIST FOR PORT 0) PLIAS FOYER INTO RACK POWER STRIP 01) PLUG PME'R INTO RACK POYIER STRIP (II). PLUS PHONE GABLE INTO t4 E14 JACK (b). PLUG POWR INT 16 REGERTAGL.E (A). PLUS GOtV PATCH GABLE DIRECTLY INTO SWITCH (REFER TO P05 TERMINALS 4 PRIMERS L OGATION LIST FOR PORT s) HARDWARE TO GIRCIAT PLUG PIPER INTO 16 RECEPTACLE (Ea) PLUG POWER INTO UPS (23). PLUS Catl PATCH CABLE DIRECTLY INTO SWITCH (REFER TO P05 TERMINALS 4 PRINTERS LOCATION LIST FOR PORT 0) PLUG POWER INTO WS (RED) RECEPTACLE (P2) PLUS POWER INTO 16 RECEPTACLE Ib)_ P1JJ6 Gott/ PATCH GALE DIRECTLY INTO SWITCH (REFER TO POS TERMINALS 4 PRINTERS LOCATION LIST FOR PORT 4) FLU& POWER INTO (6) COMEGT TO UPS PLW INTO 16 RECEPTAGE (E5) PLUG POWER INTO POPERVAR (35). PLACE PCYWER SUPPLY (34) ON SHELF E3i=1AW COUNTER TOP PU/6 POWER INTO POWER VAR (35). PLUS Gat& PATCH GABLE INTO LAN JACK (82). PLUS POWER IKTO BATTERY OWfI.ET ON UPS (36). PLUS POWER INTO RESULAR OUTLET ON % P5 (36). PLU6 INTO POWER VAR (361 PLUG INTO 16 RECEPTACLE (EI). PLUG INTO 16 RECEPTACLE (EN). RECEIVES POWER MGR CONFUTER PLUS PHONE GABLE INTO MODEM JACK (G5). PLUS POWER INTO DATiER( OUTLET ON UPS (36). PLUS GOtV PATCH GABLE INTO LAN JACK (D). PLUS POKER INTO BATTERY OUTLET OK UPS (36). PLUG INTO PHOIE: JACK (D) AND (G5) LOCATED UWERNEATH OFFICE COUNTER PLUS INTO POWER RECEPTACLE (A4) PLUG INTO POYIER RECEPTACLE (A5) SEE ELEC. DYCSS. FOR DETAILS. SEE aEG.17W65_ FOR DETAILS_ SIM E LEG DYC6S. FOR DETAILS. SEE: ELEC. DYC65 FOR DETAILS USE THIS IF IP5 4 16 POWER 6 5 BAD. FOYER FOR SAFE COPIER / PRINTER / FAX COMM / PUNTER / FAX POS TER`GXAL_ 4 MANAGE% OD IVTE AREA P. TOR SPARE MOr_1E4 SAWS MODE4 t TT SAT MOOE?4 4 CREDIT CACt714:;084 VANA6E'R GO VIITF 4 T'E-E FI.O 1E IFS 4 PCB VAR SO CC HALL (HAM 4 i' i.EX I S OFFS PQ:ire% TrIS IS WED FOR BAOCP . -_ _ F EFS &SCOT 6OErs SAO MC UPS CON'IVTER RACK PO/ER S'R° PAPIER VAR It MONITOR GlirkIT 1 OK PIO'r PAM F2375 VAN PELL BAR TM. i BAKERY c. ADD 1 SERVER Tom,`! + W` Al FLOOR. GROUT 1 CA PO5 PAS HEWS ALL WS (RD) OT, &E. CF GE COMPUTER GARNET. FI ret FOR Phi L166-T AX-,UE UNGEMEAt GAEEET GO'I T EFT GOr7AGT LEAD FRCS! SAFE TO SGGR T Y PAM.- LIST FOR PORT 0 ) LIST FOR PORT 0) LIST FOR PORT 1) PLlJ6 PHONE CABLE 1 for yrmPLEAN 1 f. i1 1 fine 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949)-261-2602 FAX (949) - 261 - 9614 • Z C>'E'YOFr':•' FIECEIVF.3 •': MAR 2 91037 PETA.T .- J 2 N LL w 1 Z w 0 I— D 1 0 I � VJ 0 w ) — w 1 SHEET TITLE °MICE ELECTRICAL ELEVATION 0E9Cs'NER 1 OR.11.14M .341. CHECKED D. K7J_EFG?S SOLE 3/4 - - - -0 -- — DtiTE PRINTED SHEET 'JU': BEP ID -5.21 Or SHEETS • • F PAWKY Et • " " "G" HI.L.YYAY BEYOND 04•45■Tdirwts IwJITarl4 S- .1TdU+iia .25-3136my f13127i2GW 11.56:13 Nut OC8 - Oagtlet 7550443;91 4A.pr3 "A" FRP AN 4 e • • "D' -. 6 H FM!1yKY BEYON 7 "G " ELEVATION — ICE PRODUCTION P-I r SCALE V4' =1=0' ELEVATION — PREPARATION ROOM 6 9 IFRP GOAT TABLE " 9 ,1 s FLY FAN BY K E.G. sr 1 " ICE PRODUCTION BEY041D / / / / 1• r ( 71 FRPj • HALLWAY BEYOND / / / / • P= 1 /"\ 1 / / ' y FRP MAN GOOEY Eerote 5151;00!R TTZAf•e 1l, PREP AREA ICI .4, © CIA • ' G ' FRP f FRP] POTWASINNS 1414 BEYOND BUCK Z4PPEfk BY KE.G ; 1141.11K BEYOND r IFRP ELEVATION — MAIN HALLWAY FRP HALL/FAY BEYOND FRP TABLE ELEVATION — MAIN HALLMAY] 1 4 4.4 m._ "D" ELEVATION — EtzfaLOYEE LOCKER AREA SCALE V4•sI -0' ELEVATION — MAIN HALLWAY 1 V4 r-o- RtN I- CL DC C -O :I 1 I m .%, . •��l _ - ' O Te Ch's i .;l ' Dr�-� -I SCALE SCALE I O • 0 • • mfli v v ;> V.71 • i c�. c { C.' 1 ELEVATION KEYNOTES KORK PROVIDED BY KITGIEN EOJEPIENU CONTRACTOR F11RNl5HED BY OMER INSTALLED BY KITCHEN EOJPMENT CONDUCTOR MORK PROVIDED BY GENERAL CONTRACTOR F 9ED BY OMER. INSTALLED BY GENERAL CONTRACTOR 11/1015HED AND INSTALLED BY OYft11:R ALL ITEMS RRTNISFED BY GENERAL CONTRACTOR I.N155 NOTED OTFEMISE. 6' HIGH STONE BASE 11000 CASING OR WOOD TOP GAP MN.LYYORK V- 6ROOVE T46 5IDM6 PDS. STATION OR COUNTER DECORATIVE MOOD 000844 NTH COPPER DIVIDER STRIP CARVED WOOD PANEL I1I1.1.74ORK LOW WALL BOOTH SEATING NTH DECORATIVE BOOTH EPOS MOOD MOM MOWING 6FR6 SOFFIT TRIM OR LI6Hf cove MOLDING 61916 DECORATIVE DONE 314'X I/2'BASE 940E 6FR6 GOLIR1t1 ENCLOSURE DECORATIVE LIGHT FIXTI,RE BY OMER DECORATIVE ETOED GLASS OR DECORATIVE ETGIED )4RROR BY OMER GRANITE COUNN BASE. OVER WOOD BOX BASE DECORATIVE METAL AND GLASS SHELF 6L A SS RINK GRANITE COUNTER OR TABLE TOP. TABLE BASES BY OPTER COVE TILE EKSE 6FR6 ?FNMA TRIM MIRAL BY GPI€R ON FLAT GEEING OR GRAS SOFFIT y1AITM6 BENA TRACK LIGHTING. REF. TO ELEG. DYiS5. FOR DTIS. 4 SPECS. SUSPENDED CEILING PANELS D OSED GELII6 - REF. TO ARCH. DY'if{. MALL TILE FINISH STARLESS STEEL GORIER GUARDS OR MALL GAPS BY KEG. STARLESS STEM YOU. FLASHING BY KEG. FRP MALL FINISH MIRE PARTITION BY KEG. 1405A1G TILE BY OWNER. INSTALLED BY 6G. E1.1A50N SWAGING POOR Eh" KEG. STARLESS STEEL DOOR CASING BY KEG, INSTALLED BY 6L. MOOD DOOR OR WAIL OPENING NTH POOP „MO MOOD PANTS STOREFRONT DOOR - REF. TO ARCH. 17/455 FOR TYPE. DOOR IIlRDWARE REF. TO ARCH. DRANN65 FOR DETAIL DECORATIVE DOOR PU15 BY MER DOOR VIEPER DECORATIVE FIBERGLASS COWIN FIBERGLASS ENTRY PED2BNT DOOR KICK PLATE OR PUSH PATE STOREFRONT KNOCK SLAMS A'D FR/ .E5 REF. TO ARCH FLANS BLACK GRANITE AT PEDIMENT BASE MOD 58ZVICE EGIAPttNf BY KEG. REF. TO K' SHEETS STARLESS 5T®. FOOD SERVICE GGLIITER S BY KEG. EXHAUST HOOD - REF. TO K' SHIRTS FGR DETAILS HACK -M GOOIER INSULATED PAS,, POOR, OR MOM BY KEG. WALK -R1 GOOIER INFERIOR OR EXTERIOR FINISH BY KEG. RAT5ED C1. - REF. TO X' SHIT'S FOR PETALS WALL SHELVES BY KEG. OFFICE MK ADD OVER GABOET5 BIIR TaEVi<SIO4 mop 949P NTH STRIP LI61,T INDERNEATH ROAG OR 1LEGTRICAL PARE.. ULTERIOR MN.I. STOREFRONT NNOC 1 AND 6LAZN6 W/ ROOD FRAM MOTORIZED YTMDOW S'A'TE FOLDED STAILES6 5TEW. HA'DRAL JANITOR SINK JANITOR %ELF BY KEG. SIGN BY OydIE R STB4O EGTiP' 1 T BY GTi1r€R NSW GW T OR Y.L.Yi M GABL'tic'T atLET'dl BOARD BY CANER NER PAY TB.EMONE BY OMER Van ora THE CLOCK BY OW.ER ENPLOTT c LOCKERS BY KEG. R 5TROOM J1C.GE56ORr'�i, AND EarTNENT. REFER TO ARGIL 9 ETS FOR PETALS Y'IRiAL BY ONI,ER OVER 9400DI NALL M494 AMC ACCESS LADDB2 em TaEV5041 BY or•Ee DECORATIVE METAL MOLL PROT ,TOR BY OMER C GGRATNE T AND°Af.1Tcb 51 $! AQD1050C 8Y GOER EA51530A D OR MX MOIMED ELEGTR:G MAIM 14E401A11E IEH7 -S MED GT&W Dr MOD FAMCATOR. FAt3EiG BY 0/fe ; Rl4RESCEJN LIGHT BOX IADOL DECORATNE GLASS L' TALL W PFGCR TO DRYAN. L OR 63'=4D SEAT GI.G40f DFGORATi1 ! PETAL SCREEN ESCORATIVE GO�c ER &l V5 BY & RIM RLL I$6e +T ITYPERED Dl1/3JAQ CLASS - AMA(' DFIGS FOR PE'TA'LS DECORATIVE EMU. FOLK BY ANEg'STALLED BY 6G. WORM. 47R GUARDRAIL FSE DC1'6649 2 GA38Ei REFI 604A3) SSE DISPatY CAE BY KEG. FETAL DSRAYCA6EE FANDPAAW SIGN BYO [RAG is6t+T F7G,1Z 3✓ OIlIe2 TOMR META E0/910 EDGE RECa OR MOO Ot2ER VERINS PI7 g7i7R Elf Met FIE NOW YARL"JIL PJ.L - MEG CMS e-OR CETAL5- FRE ALARK E AI SAI OR - 5? &EC 0/166- FOR JETA'S. NALL MOM) NAOS STRIVE A VR FON - 5¢ BEG PASS. FOe DETAL5 0140ER SNITCH NV Y*51 DINNER StiTG*e GOgi•CL 17066- FOR DUALS T AR' ' AT - EL O M% FOR OVALS WAG - SE - t.%6 FOR O_: ALS DOOR OPEFAI"R P.19+P. A^ - S E DPP . FOR :i • S. � 94 517 4 E BASE �i& G 1ZC A NE NEM P E a' CRW:Crf ADC.VOEO TOL:PATa. corset. II . irsco FACE:WE MC'"" R AL OFFZZ El 11Fl ei'; A,o Nerve 8Y 011•Ot OrPE0i5E 9PEG4F8P. 2. CEiEct To SraT x31 +c A FOR E .Y.YRC LAND FMCIC i aE RRb*-af LCCA 06 3. WM. To SW 0-00 FOR OR FAKr: SCS•£37Lt • 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949) - 261 - 2602 FAX (949)-261-9614 LOCATION Z J J 2 w I Z w U I 1— D 0 0) O J w LL V/ w RECEIVED T:�- MR 2 9 ill CRAI1Rl J. MJSZY.6 1 CHECKED D. a!D3..ETC7S CCONn'STti:CTG7. a - !• R 14± iT . ' • • F PAWKY Et • " " "G" HI.L.YYAY BEYOND 04•45■Tdirwts IwJITarl4 S- .1TdU+iia .25-3136my f13127i2GW 11.56:13 Nut OC8 - Oagtlet 7550443;91 4A.pr3 "A" FRP AN 4 e • • "D' -. 6 H FM!1yKY BEYON 7 "G " ELEVATION — ICE PRODUCTION P-I r SCALE V4' =1=0' ELEVATION — PREPARATION ROOM 6 9 IFRP GOAT TABLE " 9 ,1 s FLY FAN BY K E.G. sr 1 " ICE PRODUCTION BEY041D / / / / 1• r ( 71 FRPj • HALLWAY BEYOND / / / / • P= 1 /"\ 1 / / ' y FRP MAN GOOEY Eerote 5151;00!R TTZAf•e 1l, PREP AREA ICI .4, © CIA • ' G ' FRP f FRP] POTWASINNS 1414 BEYOND BUCK Z4PPEfk BY KE.G ; 1141.11K BEYOND r IFRP ELEVATION — MAIN HALLWAY FRP HALL/FAY BEYOND FRP TABLE ELEVATION — MAIN HALLMAY] 1 4 4.4 m._ "D" ELEVATION — EtzfaLOYEE LOCKER AREA SCALE V4•sI -0' ELEVATION — MAIN HALLWAY 1 V4 r-o- RtN I- CL DC C -O :I 1 I m .%, . •��l _ - ' O Te Ch's i .;l ' Dr�-� -I SCALE SCALE I O • 0 • • mfli v v ;> V.71 • i c�. c { C.' 1 ELEVATION KEYNOTES KORK PROVIDED BY KITGIEN EOJEPIENU CONTRACTOR F11RNl5HED BY OMER INSTALLED BY KITCHEN EOJPMENT CONDUCTOR MORK PROVIDED BY GENERAL CONTRACTOR F 9ED BY OMER. INSTALLED BY GENERAL CONTRACTOR 11/1015HED AND INSTALLED BY OYft11:R ALL ITEMS RRTNISFED BY GENERAL CONTRACTOR I.N155 NOTED OTFEMISE. 6' HIGH STONE BASE 11000 CASING OR WOOD TOP GAP MN.LYYORK V- 6ROOVE T46 5IDM6 PDS. STATION OR COUNTER DECORATIVE MOOD 000844 NTH COPPER DIVIDER STRIP CARVED WOOD PANEL I1I1.1.74ORK LOW WALL BOOTH SEATING NTH DECORATIVE BOOTH EPOS MOOD MOM MOWING 6FR6 SOFFIT TRIM OR LI6Hf cove MOLDING 61916 DECORATIVE DONE 314'X I/2'BASE 940E 6FR6 GOLIR1t1 ENCLOSURE DECORATIVE LIGHT FIXTI,RE BY OMER DECORATIVE ETOED GLASS OR DECORATIVE ETGIED )4RROR BY OMER GRANITE COUNN BASE. OVER WOOD BOX BASE DECORATIVE METAL AND GLASS SHELF 6L A SS RINK GRANITE COUNTER OR TABLE TOP. TABLE BASES BY OPTER COVE TILE EKSE 6FR6 ?FNMA TRIM MIRAL BY GPI€R ON FLAT GEEING OR GRAS SOFFIT y1AITM6 BENA TRACK LIGHTING. REF. TO ELEG. DYiS5. FOR DTIS. 4 SPECS. SUSPENDED CEILING PANELS D OSED GELII6 - REF. TO ARCH. DY'if{. MALL TILE FINISH STARLESS STEEL GORIER GUARDS OR MALL GAPS BY KEG. STARLESS STEM YOU. FLASHING BY KEG. FRP MALL FINISH MIRE PARTITION BY KEG. 1405A1G TILE BY OWNER. INSTALLED BY 6G. E1.1A50N SWAGING POOR Eh" KEG. STARLESS STEEL DOOR CASING BY KEG, INSTALLED BY 6L. MOOD DOOR OR WAIL OPENING NTH POOP „MO MOOD PANTS STOREFRONT DOOR - REF. TO ARCH. 17/455 FOR TYPE. DOOR IIlRDWARE REF. TO ARCH. DRANN65 FOR DETAIL DECORATIVE DOOR PU15 BY MER DOOR VIEPER DECORATIVE FIBERGLASS COWIN FIBERGLASS ENTRY PED2BNT DOOR KICK PLATE OR PUSH PATE STOREFRONT KNOCK SLAMS A'D FR/ .E5 REF. TO ARCH FLANS BLACK GRANITE AT PEDIMENT BASE MOD 58ZVICE EGIAPttNf BY KEG. REF. TO K' SHEETS STARLESS 5T®. FOOD SERVICE GGLIITER S BY KEG. EXHAUST HOOD - REF. TO K' SHIRTS FGR DETAILS HACK -M GOOIER INSULATED PAS,, POOR, OR MOM BY KEG. WALK -R1 GOOIER INFERIOR OR EXTERIOR FINISH BY KEG. RAT5ED C1. - REF. TO X' SHIT'S FOR PETALS WALL SHELVES BY KEG. OFFICE MK ADD OVER GABOET5 BIIR TaEVi<SIO4 mop 949P NTH STRIP LI61,T INDERNEATH ROAG OR 1LEGTRICAL PARE.. ULTERIOR MN.I. STOREFRONT NNOC 1 AND 6LAZN6 W/ ROOD FRAM MOTORIZED YTMDOW S'A'TE FOLDED STAILES6 5TEW. HA'DRAL JANITOR SINK JANITOR %ELF BY KEG. SIGN BY OydIE R STB4O EGTiP' 1 T BY GTi1r€R NSW GW T OR Y.L.Yi M GABL'tic'T atLET'dl BOARD BY CANER NER PAY TB.EMONE BY OMER Van ora THE CLOCK BY OW.ER ENPLOTT c LOCKERS BY KEG. R 5TROOM J1C.GE56ORr'�i, AND EarTNENT. REFER TO ARGIL 9 ETS FOR PETALS Y'IRiAL BY ONI,ER OVER 9400DI NALL M494 AMC ACCESS LADDB2 em TaEV5041 BY or•Ee DECORATIVE METAL MOLL PROT ,TOR BY OMER C GGRATNE T AND°Af.1Tcb 51 $! AQD1050C 8Y GOER EA51530A D OR MX MOIMED ELEGTR:G MAIM 14E401A11E IEH7 -S MED GT&W Dr MOD FAMCATOR. FAt3EiG BY 0/fe ; Rl4RESCEJN LIGHT BOX IADOL DECORATNE GLASS L' TALL W PFGCR TO DRYAN. L OR 63'=4D SEAT GI.G40f DFGORATi1 ! PETAL SCREEN ESCORATIVE GO�c ER &l V5 BY & RIM RLL I$6e +T ITYPERED Dl1/3JAQ CLASS - AMA(' DFIGS FOR PE'TA'LS DECORATIVE EMU. FOLK BY ANEg'STALLED BY 6G. WORM. 47R GUARDRAIL FSE DC1'6649 2 GA38Ei REFI 604A3) SSE DISPatY CAE BY KEG. FETAL DSRAYCA6EE FANDPAAW SIGN BYO [RAG is6t+T F7G,1Z 3✓ OIlIe2 TOMR META E0/910 EDGE RECa OR MOO Ot2ER VERINS PI7 g7i7R Elf Met FIE NOW YARL"JIL PJ.L - MEG CMS e-OR CETAL5- FRE ALARK E AI SAI OR - 5? &EC 0/166- FOR JETA'S. NALL MOM) NAOS STRIVE A VR FON - 5¢ BEG PASS. FOe DETAL5 0140ER SNITCH NV Y*51 DINNER StiTG*e GOgi•CL 17066- FOR DUALS T AR' ' AT - EL O M% FOR OVALS WAG - SE - t.%6 FOR O_: ALS DOOR OPEFAI"R P.19+P. A^ - S E DPP . FOR :i • S. � 94 517 4 E BASE �i& G 1ZC A NE NEM P E a' CRW:Crf ADC.VOEO TOL:PATa. corset. II . irsco FACE:WE MC'"" R AL OFFZZ El 11Fl ei'; A,o Nerve 8Y 011•Ot OrPE0i5E 9PEG4F8P. 2. CEiEct To SraT x31 +c A FOR E .Y.YRC LAND FMCIC i aE RRb*-af LCCA 06 3. WM. To SW 0-00 FOR OR FAKr: SCS•£37Lt • 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949) - 261 - 2602 FAX (949)-261-9614 LOCATION Z J J 2 w I Z w U I 1— D 0 0) O J w LL V/ w RECEIVED T:�- MR 2 9 ill CRAI1Rl J. MJSZY.6 1 CHECKED D. a!D3..ETC7S CCONn'STti:CTG7. ( I r • • F PAWKY Et • " " "G" HI.L.YYAY BEYOND 04•45■Tdirwts IwJITarl4 S- .1TdU+iia .25-3136my f13127i2GW 11.56:13 Nut OC8 - Oagtlet 7550443;91 4A.pr3 "A" FRP AN 4 e • • "D' -. 6 H FM!1yKY BEYON 7 "G " ELEVATION — ICE PRODUCTION P-I r SCALE V4' =1=0' ELEVATION — PREPARATION ROOM 6 9 IFRP GOAT TABLE " 9 ,1 s FLY FAN BY K E.G. sr 1 " ICE PRODUCTION BEY041D / / / / 1• r ( 71 FRPj • HALLWAY BEYOND / / / / • P= 1 /"\ 1 / / ' y FRP MAN GOOEY Eerote 5151;00!R TTZAf•e 1l, PREP AREA ICI .4, © CIA • ' G ' FRP f FRP] POTWASINNS 1414 BEYOND BUCK Z4PPEfk BY KE.G ; 1141.11K BEYOND r IFRP ELEVATION — MAIN HALLWAY FRP HALL/FAY BEYOND FRP TABLE ELEVATION — MAIN HALLMAY] 1 4 4.4 m._ "D" ELEVATION — EtzfaLOYEE LOCKER AREA SCALE V4•sI -0' ELEVATION — MAIN HALLWAY 1 V4 r-o- RtN I- CL DC C -O :I 1 I m .%, . •��l _ - ' O Te Ch's i .;l ' Dr�-� -I SCALE SCALE I O • 0 • • mfli v v ;> V.71 • i c�. c { C.' 1 ELEVATION KEYNOTES KORK PROVIDED BY KITGIEN EOJEPIENU CONTRACTOR F11RNl5HED BY OMER INSTALLED BY KITCHEN EOJPMENT CONDUCTOR MORK PROVIDED BY GENERAL CONTRACTOR F 9ED BY OMER. INSTALLED BY GENERAL CONTRACTOR 11/1015HED AND INSTALLED BY OYft11:R ALL ITEMS RRTNISFED BY GENERAL CONTRACTOR I.N155 NOTED OTFEMISE. 6' HIGH STONE BASE 11000 CASING OR WOOD TOP GAP MN.LYYORK V- 6ROOVE T46 5IDM6 PDS. STATION OR COUNTER DECORATIVE MOOD 000844 NTH COPPER DIVIDER STRIP CARVED WOOD PANEL I1I1.1.74ORK LOW WALL BOOTH SEATING NTH DECORATIVE BOOTH EPOS MOOD MOM MOWING 6FR6 SOFFIT TRIM OR LI6Hf cove MOLDING 61916 DECORATIVE DONE 314'X I/2'BASE 940E 6FR6 GOLIR1t1 ENCLOSURE DECORATIVE LIGHT FIXTI,RE BY OMER DECORATIVE ETOED GLASS OR DECORATIVE ETGIED )4RROR BY OMER GRANITE COUNN BASE. OVER WOOD BOX BASE DECORATIVE METAL AND GLASS SHELF 6L A SS RINK GRANITE COUNTER OR TABLE TOP. TABLE BASES BY OPTER COVE TILE EKSE 6FR6 ?FNMA TRIM MIRAL BY GPI€R ON FLAT GEEING OR GRAS SOFFIT y1AITM6 BENA TRACK LIGHTING. REF. TO ELEG. DYiS5. FOR DTIS. 4 SPECS. SUSPENDED CEILING PANELS D OSED GELII6 - REF. TO ARCH. DY'if{. MALL TILE FINISH STARLESS STEEL GORIER GUARDS OR MALL GAPS BY KEG. STARLESS STEM YOU. FLASHING BY KEG. FRP MALL FINISH MIRE PARTITION BY KEG. 1405A1G TILE BY OWNER. INSTALLED BY 6G. E1.1A50N SWAGING POOR Eh" KEG. STARLESS STEEL DOOR CASING BY KEG, INSTALLED BY 6L. MOOD DOOR OR WAIL OPENING NTH POOP „MO MOOD PANTS STOREFRONT DOOR - REF. TO ARCH. 17/455 FOR TYPE. DOOR IIlRDWARE REF. TO ARCH. DRANN65 FOR DETAIL DECORATIVE DOOR PU15 BY MER DOOR VIEPER DECORATIVE FIBERGLASS COWIN FIBERGLASS ENTRY PED2BNT DOOR KICK PLATE OR PUSH PATE STOREFRONT KNOCK SLAMS A'D FR/ .E5 REF. TO ARCH FLANS BLACK GRANITE AT PEDIMENT BASE MOD 58ZVICE EGIAPttNf BY KEG. REF. TO K' SHEETS STARLESS 5T®. FOOD SERVICE GGLIITER S BY KEG. EXHAUST HOOD - REF. TO K' SHIRTS FGR DETAILS HACK -M GOOIER INSULATED PAS,, POOR, OR MOM BY KEG. WALK -R1 GOOIER INFERIOR OR EXTERIOR FINISH BY KEG. RAT5ED C1. - REF. TO X' SHIT'S FOR PETALS WALL SHELVES BY KEG. OFFICE MK ADD OVER GABOET5 BIIR TaEVi<SIO4 mop 949P NTH STRIP LI61,T INDERNEATH ROAG OR 1LEGTRICAL PARE.. ULTERIOR MN.I. STOREFRONT NNOC 1 AND 6LAZN6 W/ ROOD FRAM MOTORIZED YTMDOW S'A'TE FOLDED STAILES6 5TEW. HA'DRAL JANITOR SINK JANITOR %ELF BY KEG. SIGN BY OydIE R STB4O EGTiP' 1 T BY GTi1r€R NSW GW T OR Y.L.Yi M GABL'tic'T atLET'dl BOARD BY CANER NER PAY TB.EMONE BY OMER Van ora THE CLOCK BY OW.ER ENPLOTT c LOCKERS BY KEG. R 5TROOM J1C.GE56ORr'�i, AND EarTNENT. REFER TO ARGIL 9 ETS FOR PETALS Y'IRiAL BY ONI,ER OVER 9400DI NALL M494 AMC ACCESS LADDB2 em TaEV5041 BY or•Ee DECORATIVE METAL MOLL PROT ,TOR BY OMER C GGRATNE T AND°Af.1Tcb 51 $! AQD1050C 8Y GOER EA51530A D OR MX MOIMED ELEGTR:G MAIM 14E401A11E IEH7 -S MED GT&W Dr MOD FAMCATOR. FAt3EiG BY 0/fe ; Rl4RESCEJN LIGHT BOX IADOL DECORATNE GLASS L' TALL W PFGCR TO DRYAN. L OR 63'=4D SEAT GI.G40f DFGORATi1 ! PETAL SCREEN ESCORATIVE GO�c ER &l V5 BY & RIM RLL I$6e +T ITYPERED Dl1/3JAQ CLASS - AMA(' DFIGS FOR PE'TA'LS DECORATIVE EMU. FOLK BY ANEg'STALLED BY 6G. WORM. 47R GUARDRAIL FSE DC1'6649 2 GA38Ei REFI 604A3) SSE DISPatY CAE BY KEG. FETAL DSRAYCA6EE FANDPAAW SIGN BYO [RAG is6t+T F7G,1Z 3✓ OIlIe2 TOMR META E0/910 EDGE RECa OR MOO Ot2ER VERINS PI7 g7i7R Elf Met FIE NOW YARL"JIL PJ.L - MEG CMS e-OR CETAL5- FRE ALARK E AI SAI OR - 5? &EC 0/166- FOR JETA'S. NALL MOM) NAOS STRIVE A VR FON - 5¢ BEG PASS. FOe DETAL5 0140ER SNITCH NV Y*51 DINNER StiTG*e GOgi•CL 17066- FOR DUALS T AR' ' AT - EL O M% FOR OVALS WAG - SE - t.%6 FOR O_: ALS DOOR OPEFAI"R P.19+P. A^ - S E DPP . FOR :i • S. � 94 517 4 E BASE �i& G 1ZC A NE NEM P E a' CRW:Crf ADC.VOEO TOL:PATa. corset. II . irsco FACE:WE MC'"" R AL OFFZZ El 11Fl ei'; A,o Nerve 8Y 011•Ot OrPE0i5E 9PEG4F8P. 2. CEiEct To SraT x31 +c A FOR E .Y.YRC LAND FMCIC i aE RRb*-af LCCA 06 3. WM. To SW 0-00 FOR OR FAKr: SCS•£37Lt • 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949) - 261 - 2602 FAX (949)-261-9614 LOCATION Z J J 2 w I Z w U I 1— D 0 0) O J w LL V/ w RECEIVED T:�- MR 2 9 ill CRAI1Rl J. MJSZY.6 1 CHECKED D. a!D3..ETC7S CCONn'STti:CTG7. / / / / HALLMY BEYOND "A no IP - 11 A 11 CHAIN UK FENCE 4), .4 .41> " I "A" • "A" \VAS met AMi 6 STRiG -lam 9r 6G I • I Gib ONGStTdrwiy-INI'OrsT dap '61hInsir•5-3T -Nwg 413117i2707 : 1: S7. C3 NIL C43- f)6q'Je!75SO4C319114N3 IIea ELEG PA'a_ 9.431 EE PANTED LACK MEM V.5`a_E HW74 LO93Y nea ` : s I : / — 4 -4 .c -2'X2' a_ao: j. S-, Poseur.: .4v--=_ 3 J s4w, rkmw I'31iS! EC MOR FA6-56 TO PATCR MANG WAX. EX ANRCH TW RAIL EELYAT0'6. MP) OC-T " CANVAS OVR APANS 5'3tiGT.FE sr SL st ELEVATION — PAPER / LINEN SUPPLY ROOM ELEVATION — SOPA SUPPLIES /JANITORS SINK ELEVATION — DRY STORAGE ROOM I awl T l�l RRP ELEVATION — BAKERY STORAGE 2'X7 WICK 14750. ' E &RAN T 9A 5 t9LAIP$7 MS: HALT MAY BEYOND a non HALLMY ETYOND SCALE V4' - 1'-O' SCALE 1/4' =I`-O' SCALE V4•=I=O' SCALE IK' • r- 0 • 1 1 HALLMY BEYOND r L "A" " 7xr axx 10501.1P1 GRANT! 3 J?.AtSE. FL E:! F1•9: "En • HALLYPAY BEYOICI 4> V PM CHUTE — �. a NO STAN.E56 BONO HOOD. FRP IW.LMY BEYOND HALLWAY 1 ELEVATION — DISHWASHING / POTWASHING ROOM ELEVATION — LIQUOR STORAGE ELEVATION — JANITOR CLOSET • SCALE I/4' =I'-O' SCALE V4'=H'd ,. coDEll , _ I SCALE V4' =I -0• 11 ELEVATION — PATIO 8l6ING STATION i E 0 O G N.I. ITEMS FURNISHED BY 6EIERN. CONTRACTOR I LESS NOTED OTTERJSSE. ELEVATION KEYNOTES SOW PROVIDED BY KITOEN memos CONTRACTOR FWPIS9ED BY OMR. INSTALLED BY KITCHEN EQUIPMENT CONTRACTOR MORK PROVIDED BY GENERAL CONTRACTOR FURN9ED BY OMER INSTALLED BY GENERAL CONTRACTOR RRN5IED AND INSTALLED BY OMER 8' HIGH STOKE ElASE MOD GA51N& OR MOD TOP GAP KU NORK V -6ROOVE T16 SIDING PDS. STATION OR COUNTER DECORATIVE VWD COLUMN NTH COPPER DNIDER 51RP CURVED WOOD PAWL MJLL$ORK LOA YtALL BOOTH SEATING NTH DECORATIVE Boom EMS MOOD CTLOYW MOLDING 6FR6 SOFFIT TRIM OR MITT DOVE MOLDI % 6FR6 DECORATIVE DOME 314' X I-I/2' BASE SHOE 6t=FR6R6 COLUMN ENCLOSURE DECORATIVE LIGHT FIXTURE BY OMER DECORATIVE ETCHED GLASS OR DECORATIVE ETGI1D 14RROR BY OYtER GRANITE COLUMN BASE, OVER MOD BOX BASE DECORATIVE METAL AND GLASS SHELF MASS RACK CAME COWER OR TABLE TOP TABLE BASES BY OYINIER DOVE TILE BASE 6FR6 YIIPOO1T TRIM MURAL BY OYSTER ON FLAT CEILING OR CEILING SOFFIT MAIMS BENCH 1RAAK LIGHTING. REP. TO ELEC. DHSS. FOR RMS. 1 5 EGS. 5U5FEP ZD CEILING PASS EXPOSED GERMS - REF. TO ARCH. GeNS6. Y Ni TILE FISH STAINLESS WEB. GORIER GUARDS OR PALL CAPS BY KE.G- STMM ESS STEEL WALL FLASH* BY KEG. FRP MLL FINSH YORE PAQTITION BY KEG. MOSAIC TUL F BY ONCR, INSTALLED BY 6L. ELIASON WON& DOOR BY KEG. STAPLE55 STEEL DOOR CASING BY KEG, INSTALLED BY S.C. MOD DOOR OR YW L OPENN6 NTH MOP -IAMB WOOD PAWL STOREFRONT DOOR - REF. TO ARCH. PASS FOR TYPE DOOR HARDYIARE. REP. TO ARGIL DRAYCN65 FOR DETAIL DECORATIVE DOOR PLUS BY OILER POOR VE7VER DE CORATNE FEEER6LAS6 COMM FIBERGLASS ENTRY PEDIMENT DOOR KICK RATE OR RUSH RATE STOREFRONT MIN90/1 GLAZING AND FRAMES. REF. TO ARCH RAMS BLACK 6RAMITE AT PEMENT BASE FOOD SERVICE EQUIPMENT BY K. REF: TO IC' SHEETS STARLESS STEEL FOOD SERVICE COUNTERS BY KEG_ INNAUST HOOD - REF. TO 1C• BEETS FOR PETALS I W K-IN! GOOLIN: DSUI.ATED PA' DOOR OR MOON BY KEG. YW K-N COOLER INTERIOR OR EXTERIOR FINNISH BY KEG. RAISED GUM - R% TO 'K' SIEE75 FOR DETA6.5 I'M- 9P3VE5 BY KEEL. OFFICE DE'SaK A'.7 OVER GARRETS BM MEMENTO WOOD S.ET:F 11111 STRIP LIGHT LtVERICATTI HYAG OR ELECTRICAL PANEL. INTERIOR MALL STOREFRONT YOCUM AV0 6LALIK6 IV HOOD FRAME MOTORIZED III ON SPADE POLISHED STNNLE56 STS. HA RA!L JANITOR SOK JANITOR SHELF BY KEG. 516N BY OVOEZ 5TE 0 fiajF r BY MOM RODE CLOSET T OR MLLKORIC GAEDET EIIILETLN BOARD BY OMER PAY TELEPHONE BY OMER EMPLOYM TM CLOCK BY OANER E3 1.00ZRS BY KEG. RE57ROOM ACCE60RTS MD EGINR- 1T. REFER TO ARGIL SHEETS FOR DETAIL5 ?A1RAL BY OVER OVt i 9N40 TH POLL FINSH ATTIC ACCESS tIODR BAR TT3LIASIGN BY OfMER DECORATIVE lETAL MALL PROTECTOR BY O1NER MORAINE PA' PM,TED Slam_ AATATORC BY OMER DA9330ARD OR DECK MGM> BELTS; ':EATER RE''H WIELE IFIPOISTEIR D MHOS BY Y1002 FABR FABR:G BY OYMN6R. 9.H+ORi'SGFA LIGHT BOX INGER D- L ORATIVE GLASS WALLED MOOR TO DRYNIL OR MOD SEAT CLIS-10%. GE.OGRAME PETAL SCR' GECORATME CORNER 6LIAR75 SY OMER. FILL IE'.6hT TEMPERED ENDER GLASS - SEE AR.HS ! DP66 FOR PETNLS. D� 686.1 row sr &wet 65TAL! P BY 6.6. NA\DRAT- OR GLARSRAL CAS:SET AY1015 1 6E.RA cTD PEROPIAAD5E DAY CASE BY KEG. RE'iAL D9PLAY CAW PAAOPANTM 5614 Of OMER WEAL L9-r Fucr.m E3! O PER TERROR MTN PEV'E LE D EDSSE RECCE CR FOOD mot yea& Vilti CR BY OMER. ESE ALARM! YARN. P.I.L. - _ 13..W CMS FOR DETAILS. :.SE ALARM! TIE?'V E ?NUC ATOQ - SM B.Z.. DSOS FOR CE':AtS. /WE `47EAras N AIRN STROBE MDAR KR% - SEE tit.5G r7YP66. FOR OVALS CPWER Sr6"Cr 'so MASTOR DWER 9lrO= GO4- - ELSE. DASS FOZ L7 A.1.5 I T.-BE•OSTAT - SW TaFC On66- FOR DE ALS WAG RAG c SENSOR - SEE Ee.. 00166 FCR DETA.LS. i700R E` A OP oR ?S SE .. PLATE - E BEG °M G. FOR °I O' H+b- STOIC SAtEE OW..ORA YE" Ai. P..E.PLA Of OMER G :S • A .DG.VOGO IVLOPAAB. GOr ROL 11M-1. 754:P P FACEPLATE !PCT S L ALI OFF E PIE':. ADD F.RO11 ■$Y C7lEft 1,14LESt5 o -rI-E SPaGFIEZ 2 REFER TO BEET !G' APO !G :A FO4 a CMGJ1i,. MD PIstAE LAE RCIAM-S LLICAT0t5 3. ROBR TO SEE" 0.00 FOR .1•TetOt F.V9- SC,ED.J.E 1 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949) - 261 - 2602 FAX (949) - 261 - 9614 SHEET TITLE MISCELLANEOUS ELEVATIONS CESIGNER TGF DRAVAiN J. "DS„ZY\SKI D.. O. X DOLETC - SCALE DATE PRINTED PROGRESS PRINT X . PLAN CHECK — '7 SO SET CgMSMCTC . SHEET NU' /EER ID -5.31 OF SHEETS 1 • • 4' • s • • 4 r ri „ r r r_� . /rR'r•v r / / WESTFIELD SOUTHCENTER MALL 230 STRANDER BLVD., TUKWILA, WA 98188 Mn� I OJ C' ) C Q II h L '''•■• J J ‘; `, " , " I Nes • =1 I w ilt; 643g Q to sa r 3 0!8 I!!PI.r01!0 CCILINa PLAN NOT TO $CAIN . •• •....w•..... . • . • r.. .....w �� ...... www...�.�...t.r ..w.•wrw•+.�w. w. +rhw++y . . \ \ \\ \ \ • \ • ' \ INOMMO 3 • I g§ X \ • \ \. \ \. :\ N. . \`, \ \ \ �\ \ \ \. \ I i Mi 1 1 g I i i I b l I iII ! c7). • • 4' • s • • 4 r ri „ r r r_� . /rR'r•v r / / WESTFIELD SOUTHCENTER MALL 230 STRANDER BLVD., TUKWILA, WA 98188 Mn� I OJ C' ) C Q II h L '''•■• J J ‘; `, " , " I Nes • =1 I w ilt; 643g Q to sa r 3 0!8 I!!PI.r01!0 CCILINa PLAN NOT TO $CAIN . •• •....w•..... . • . • r.. .....w �� ...... www...�.�...t.r ..w.•wrw•+.�w. w. +rhw++y . . \ \ \\ \ \ • \ • ' \ INOMMO 3 • I g§ X \ • \ \. \ \. :\ N. . \`, \ \ \ �\ \ \ \. \ I I 6-PEQ504 CC PACT (56' X 12)I l6FEQ5O. Carp.: T UV X "VI I S- (lt•X 2 I frfERSCN Cr X 'tr ) 4 --E 15CTI l' X 727 I 4-OMOSI UV X Tai') 2 -1 (30 X i2) I 2-FERSCN (30' X Vol I IL i b 9$ Jb y = 1 L Y 1 .' J % . _ DIM "A" / . I ' I re 1 DIM `3` 4 - - --�- -- - - ,f DIM "G' 4 L= 1 Ig. t: 4 4 l Va l va DIM "D" I WA I DIM "E" DIM "X" (STONE) 4 4 DIM "XI' (StWBTOP) t t d 1 di 4 4 4 DIM "Y" (STO.' DIM 'YIN (SUBTOP) a • 491 • • E { 0 • > ry I. 4111 •, N N 4 r• rn W I. 4 r 911 ta o 1710•"1 AI" OVV•yft WIWN p{NIO•IAWIAM 440 •.I\A •••\ 0411 • AVM .dW w r (1 W•4 IR" • 2" .,I /4" 3/4; r 2 1 4•11 wk. cAMT.IXORMADINFRAHNI.04474\ 0 r 9 J • ulm6 ir 9 1 .� Nh N h RiiI4 Pi Mr§ Al • • / w ■ 4 9j •• .�" k b" 4 0 4" • .". � ._.,.. ••• _____— • 1 •. -• • ^ h N • . � •.. •••• •••••• • •• • .. . . - - ..� •. ._ . ..1.. ._..,......... .. • • _ • � .. ._.� .. « I I ......fir__ •••■._..••■■ I � ..•........ 1 ..•..••a -... 4' °" 1 4 I•• --- ---- -- II• 4 N } LL 4 2 • 6 N •may I) (0 2 ,. p " 2'•9 I#2 OMPIM 1'•0 3/d' 1••91/2" — 3" 13110 9 2 ,_ w" f C 1 in 11 11 14 l; g s � S S l a 4 A1111111•1•"' 4 4 N O 5 N • A 1I > b Si e • cs It > m m CD co •.,• tE14 11 I'.2" Z 0 0 0 0 "Y1" (SUB -TOP) "Y" (STONE) u 14. gl 6 Fp e X11; 1°! Tri l i t 1 U 11.01 41.011 it\ :11111 I ll 04 4'•b 1/2" I1.O" , p.0" N - - 4 I • 4 1-4 0 0 0 0 0 Q 1 Mb" w S 7 U, S i r CO N Z 9>L I NEW RESTAURANT CONSTRUCTION WESTFIELD SOUTHCENTER MALL 230 STRANDER BLVD., TUKWILA, WA 98188 - 30.in, w"”' 4 G 1I1- 11.V..It- C"P- 10`CU- IN`r118• {'0 -077- W MIG11l 0 Poem Q' .J 4 9 !.g 1► S N ur 3/4" 110" 1 ... 1 " 11 r . "• i I " i II 1 1'.4' iZ 1..4" / -- " 2 12 — y 3/4' I`I -IQ' 21. 2'4" 4' II elm. 411 3' \ ., \ . `. ' \ • \ • PT111 , x ^ 11 41,6" B 8 3 21.3" 2 VI6' S T > m x 1— 3/4" 1 3/4' 11/2" /4 ig 4hin IOROM " S S 4. S MalfirialreN • I IL i b 9$ Jb y = 1 L Y 1 .' J % . _ - L .1 \ ...L .. / . I ' I re 1 - - --�- -- - - ,f a • 491 • • E { 0 • > ry I. 4111 •, N N 4 r• rn W I. 4 r 911 ta o 1710•"1 AI" OVV•yft WIWN p{NIO•IAWIAM 440 •.I\A •••\ 0411 • AVM .dW w r (1 W•4 IR" • 2" .,I /4" 3/4; r 2 1 4•11 wk. cAMT.IXORMADINFRAHNI.04474\ 0 r 9 J • ulm6 ir 9 1 .� Nh N h RiiI4 Pi Mr§ Al • • / w ■ 4 9j •• .�" k b" 4 0 4" • .". � ._.,.. ••• _____— • 1 •. -• • ^ h N • . � •.. •••• •••••• • •• • .. . . - - ..� •. ._ . ..1.. ._..,......... .. • • _ • � .. ._.� .. « I I ......fir__ •••■._..••■■ I � ..•........ 1 ..•..••a -... 4' °" 1 4 I•• --- ---- -- II• 4 N } LL 4 2 • 6 N •may I) (0 2 ,. p " 2'•9 I#2 OMPIM 1'•0 3/d' 1••91/2" — 3" 13110 9 2 ,_ w" f C 1 in 11 11 14 l; g s � S S l a 4 A1111111•1•"' 4 4 N O 5 N • A 1I > b Si e • cs It > m m CD co •.,• tE14 11 I'.2" Z 0 0 0 0 "Y1" (SUB -TOP) "Y" (STONE) u 14. gl 6 Fp e X11; 1°! Tri l i t 1 U 11.01 41.011 it\ :11111 I ll 04 4'•b 1/2" I1.O" , p.0" N - - 4 I • 4 1-4 0 0 0 0 0 Q 1 Mb" w S 7 U, S i r CO N Z 9>L I NEW RESTAURANT CONSTRUCTION WESTFIELD SOUTHCENTER MALL 230 STRANDER BLVD., TUKWILA, WA 98188 - 30.in, w"”' 4 G 1I1- 11.V..It- C"P- 10`CU- IN`r118• {'0 -077- W MIG11l 0 Poem Q' .J 4 9 !.g 1► S N ur 3/4" 110" 1 ... 1 " 11 r . "• i I " i II 1 1'.4' iZ 1..4" / -- " 2 12 — y 3/4' I`I -IQ' 21. 2'4" 4' II elm. 411 3' \ ., \ . `. ' \ • \ • PT111 , x ^ 11 41,6" B 8 3 21.3" 2 VI6' S T > m x 1— 3/4" 1 3/4' 11/2" /4 ig 4hin IOROM " S S 4. S MalfirialreN i b 9$ Jb C -till 101 m Mix 1 Z six R1 I a • 491 • • E { 0 • > ry I. 4111 •, N N 4 r• rn W I. 4 r 911 ta o 1710•"1 AI" OVV•yft WIWN p{NIO•IAWIAM 440 •.I\A •••\ 0411 • AVM .dW w r (1 W•4 IR" • 2" .,I /4" 3/4; r 2 1 4•11 wk. cAMT.IXORMADINFRAHNI.04474\ 0 r 9 J • ulm6 ir 9 1 .� Nh N h RiiI4 Pi Mr§ Al • • / w ■ 4 9j •• .�" k b" 4 0 4" • .". � ._.,.. ••• _____— • 1 •. -• • ^ h N • . � •.. •••• •••••• • •• • .. . . - - ..� •. ._ . ..1.. ._..,......... .. • • _ • � .. ._.� .. « I I ......fir__ •••■._..••■■ I � ..•........ 1 ..•..••a -... 4' °" 1 4 I•• --- ---- -- II• 4 N } LL 4 2 • 6 N •may I) (0 2 ,. p " 2'•9 I#2 OMPIM 1'•0 3/d' 1••91/2" — 3" 13110 9 2 ,_ w" f C 1 in 11 11 14 l; g s � S S l a 4 A1111111•1•"' 4 4 N O 5 N • A 1I > b Si e • cs It > m m CD co •.,• tE14 11 I'.2" Z 0 0 0 0 "Y1" (SUB -TOP) "Y" (STONE) u 14. gl 6 Fp e X11; 1°! Tri l i t 1 U 11.01 41.011 it\ :11111 I ll 04 4'•b 1/2" I1.O" , p.0" N - - 4 I • 4 1-4 0 0 0 0 0 Q 1 Mb" w S 7 U, S i r CO N Z 9>L I NEW RESTAURANT CONSTRUCTION WESTFIELD SOUTHCENTER MALL 230 STRANDER BLVD., TUKWILA, WA 98188 - 30.in, w"”' 4 G 1I1- 11.V..It- C"P- 10`CU- IN`r118• {'0 -077- W MIG11l 0 Poem Q' .J 4 9 !.g 1► S N ur 3/4" 110" 1 ... 1 " 11 r . "• i I " i II 1 1'.4' iZ 1..4" / -- " 2 12 — y 3/4' I`I -IQ' 21. 2'4" 4' II elm. 411 3' \ ., \ . `. ' \ • \ • PT111 , x ^ 11 41,6" B 8 3 21.3" 2 VI6' S T > m x 1— 3/4" 1 3/4' 11/2" /4 ig 4hin IOROM " S S 4. S MalfirialreN • 2 313' 2.-2 5/6' -It l- 1 r -11 3/4' J DR/LL 2'DIA r' r + + ROLED I I I ■ • BL GAES j+ .. + • i % ; - ' . - LP-3 - . - � J 1 f I _ L / ELEC- 50X 1356. g_ -., C' ' V j r -� 308,„ g. 1 4 3u• 4 ;/r . PANS S = A J 511 a.E - SEL I . . ?33 HCLE FOR -LTC. %1 i 1 ' r ! 1 431 B ' I! i I I 1 3 a MOD il 7 -61 I .8' 1 -1 1 1,..4% I i °�".' -It l- 1 , I 1 LP-3 • i •. - .- - . INTERIOR 4. SIELVES 4 _ a! 1 V4 GEAR PIOUSHED MIRROR S I BACK t A SS T@PEREDI 6LA56 DOOR VV LCCKS WISH CHROME FRAM 3/4' r -2 3/4' 3/4)4 0630 — '- ACCES6 PANEL LPI 103/4' SECTION- BAKERY1O6O'SHELVES ♦ / R ;4' a1 • 3' -0' 3' -1114' _ / INTERIOR INTERIOR LP-3I I V4' 5-1 TOP OVER 3/4' PLYWOOD 5U8 -TOP LP-3 INTERIOR L16HT5 NTH 3000K FLORESCENT LAMPS (AAR['9 MITE) - TYP. 3/8' ADJ. 6LA.% SHELVES NTH POL151ED I:16E - MEW AXES FOR COVE m 171 BASE BY6L- a4LLAST OVERALL COIA?R D'c150r[ WRE5 2 KA\ SLd:.9'M.M SLV�Piillelc itAJEIL vARES _ _,- ..I_ _ PLAT I VIE ! f S C ai & iTHORT*4014• fatird1g-ATOwtst&Jl IPK Of3- OE9g.1si550!(3i91511pr3 SCALE I-1/2' = r-0' P 314 31 T 33 14 _ �- 3 V4' l / - I f_ 3 V' DECORATIVE CLOSET DOOR PULL SEE DETA2. EM MY TONSIE t 61ROOVE SUMS LP-I SECTION - MLLY4ORK GOAT amt. HMI TON LE E 4 6ROOYE PANEL 1 0 0 0 0 O 0 O i s • I '1 I r 11/4' 4 VT 1 118 2'-0' 5U0145 DRAPER MTN A CIALVE s3640 DRAYER SLIDE Gat'/ LA4 JAM RIVER VAR: FM PITO ISOLATED SRAM P10YER DIRTY FOAM ACCESS PANT. FIXED SHELF AP I5TA9LE 5i$F GRANITE TOP AMP %IA% 0 woe EASE f ® PROVIDE 2' DNA . HOLE rWO:6116RANi?E TOP FOR GAMES AND ME 0 33 ADE GTI;OT 11610:641 1 SSTOP ADDS F 00 Hr j 3rs' SECTION . 6 2 DETAIL - TYPICAL DATA / ELECTRICAL LOCATION ilITHIN P05 COUNTER • • r -15/8' BLACK DELUXE STORM DOOR CHAIN VV 9 ATTACHED TO BACK OF DOOR TO OHM ALLOW DOOR TO OPEN 90' (2) RED. LP-I INTERIOR - (BLACK) 7 -1518' KVT;O - CAROM TLBIN6 YNTH KV164 GROVE FLRf6E CENTt32 SWPORT K1/- 1601\' SCALE 1-1/2 =1-0' 26 28 SCALE 130 I =�4 /r gel Q 2 TOP OVER 314' PLYWOOD SISTOP FLUSH YY/ TOP OF CASES mRGHL DIWLAY CASE /VT11 TEMPERED SIJDW6 6LAS6 DOORS 3 GRATE WINTER TOP 5-I 2• -r Z-' STOLE BASE '! BY CANER 7-6 VI' 2' • 3/4' 1112' r -I' MERCK OS :LAY CASE BY 6L. } 3' =nom - MERV MINT COUNTER 5 G A L E AT 015/06114 SW I 1.4 • _ BAKER/ --� TICKET MIL KEG. BELOA IT I 11 11 II n n II n H I i 1I 3' -11 3/4' 3' -1 3/4' 4' -4 V4' 5 4 , W 7-0' 1 U2 5-1/8' D A . IIq.E OR CLP DEPMER (3 PLACES) II_ II II H H 11 H H 11 11 II 14 1 IA" • 2' LOGKSET W C•610E BACK/R5 RATE 14 4 3/4• 7 -3318' Y -3 3/8' PC)-1 rawee t 6ROOVE PANELNS V4' � 7-01/4' Jr 5 VT 4112' OUTLET t J-COX FORNIGROIAIIE. SEE 'K' AND SHEETS FOR VIM r -� i • - STOEB 6E BY AMER 13 Yell 314' 1 2' NIGH CURB VV TILE BY 6L. • DISPLAY CASE OI-Y 6LA36 SCREEN BY Met WOOD FRAME BY 6L. 6LAS6 FOR SCREEN BY C OER WOOD FRAME BY 64. FDED 2'-0 V4' r -lo 5116' 6'-6 13/16' 6'- 613416' r -To 5/16' OUTLET FOR WA i1TILHTY came CUTLET I ` FOR 1'M 1 L ACCE56 PANE. • LEE FOR ELEC. 7-. V4' 6' -5 114' STOKE BASE BY 6L. 1112' EMI II 3' -0' &RAMIE Ca1NIER TOP T -13/4' 5-I "JCROYIAVE SECTION - ! ITWINT COL N= AT MGROIVIVE SELVES 11%1BUR l 3 BAKERY D5PLAY CASE BY KEG. OWLET t .I -BOX. SEE AND 'E' SHEETS FOR OILS. 2' -o114' 3/8' SCALE 1-(/2' = 124 1 11/2' 0 I 3/4' ♦1 7 -3 348' 3/4' • 1 are' 5' ♦ e- 0 L-S SHAPED FRAME FOR 6LA56 %REEIH ADJSTABLE SHELF BAKERY DISPLAY CASE BY KEG. BAKERY DISPLAY CASE BY KEG. 6' -5 V4' b' -S V4' 6' -b 13116' PROVIDE DRAPER FOR 141SGELLANE05 ITEMS PNIIG BUTTON REAR ELEVATION - BAKERY COUNTER AND DISPLAY CASE FRONT ELEVATION - BAKERY COUNTER AND DISPLAY CASE 2318 13/4 -•tj. PETAL - SINCI lev DISPLAY CASE vents. END COVER L- SHAPED FRAME FOR 6LA56 SCREEN ma�yy r -o' 112 * 1112 -r PLAN VIEW - BAKERY COUNTER AND DISPLAY CASE 314' CletRY V4 ROAD RINSED ELEC. AGCE56 PANEL COUNTER DIE LINE 3/8' DGCGRATIVE CLAW., BY OMER 513E ELEV. FOR FRONT PROFLE PLY/100 2 DTL. - BAKERY 1 105 SCREEN I 6• P-O' 114 SCALE 6 S l'-6, I 2 -1 V2' 2 IL P-51 INTERIOR I SHELVES J 4' -4 V4' 114' 3' -II 3/4' r U n r - 314' k 8 ' -- r-I 1112' 5-1 6RAVITE TOP r-6• 6RAMTE TOP OVB2 3/4' PLY WOOD SUB -TOP • CFERRY WOOD PAM. r -4 V4' COMER NAND SING 'TO 60' SHELVES (30' PIPE X14- 3/16'Nl6HX18'DEEP) — m 1 n I 111 III 5 II L e t fi - --J II Hr' -',I I III It 1 1 I 9 111 1 11 I C I III I _ II III 111 et III II HL - III- III III 5 H III 1 Il Ill II Tll I 11 Ill II Ill 1I ;• u.-•:.... � IL = = ?J/i r I h6il 1 -- 3/4' — TICKET PAR S • 4 •r O 14 L1661:\6 BY EC. CLEAR PLE7C6LASS 711 112'D'AICLE FOR vRZAT:o ( TQ6ES 61OOIF- PANE'_\6 EMI Aa60LL E BLACK 6RAV'E SAW 5Y 64. 1 TOOSTAR Do SCALE 3/4' = SCALE 514' = SCALE 3/4` 3'-•• GRANITE COMER TOP 1 V4 3'-0 ,43/4I r -2 3/4' 3/4' 1/1 r -6. CHERRY FOOD PAM- BAKERY DISPLAY CASE BEYOND BY KEG. SECTION -H. DISPLAY CASE I I_In -1 • r-o' VENT HOLES FOR COVE TILE D11414ABLE BASE BY 6L. BALLAST STONE BASE BY OVER 5-3 516E ELEVATION BAKERY C INIER AND PISPLY GAS 3' -1 114' 3'-O' 1 5-1 6RAVTE TOP �P-3I CiRC E ORAiIER PAL. 5-1I TOP OVER 3/4' PLYWOOD 516 •TOP • SCALE 5/4' = 1 e I V4' SECTION - BAKERY PRONE COUNTER AT PO5 1 1 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949) • 261 - 2602 FAX (949) -261 -9614 MESE ORAl14rGS MIMEO BY TIE aEESECJp E FACTORY. EC NOR MS PROJECT ARE FOR USE SCia• NTH RESPECT TOli PAOLO NCI UWE=OREtB415EFROYDET11 THE CFFSKr1i1E FACTORY. PC 9w.L BE 0111S0 THE AUTHOR OF THEN 0001.MTITSNO9MLL TILL CONApN IAIM. STATUOORYWO0ROt R SCRINOROOIRS,I maw= lGTHECOPIIBOIp. THESE DRAM= 91AAL NOT BE USED WORMS «BORER /NOE+GTS. FOR ADOMONSTO THIS PRO.FCTOR FOR 00RFIPDOIIO TNSPROSCTBY ROMSi.EXERT BYMAMIE& wi ware BY HIE CIIISECME FACTORY. IBC ISSUE LOC A TION Z J J Q 2 W I- z W U I I- 0 a W U- � VJ W RECS 'EO MAR 2 9 ?al I'_:L' -tllta SHEET TI rLE ,DETAILS MILLWORK - BAKERY OESIGMER TGF OliAVa4 ..P4 CHECKED D. M.:VOLE70 SCALE AS NG DA TE PRINTED PROGRESS FRKT 411-23-311•7 x PUN CHECK CONSTRXTON ID-6.21 OF SHEETS • 6:1 OWSSlTdcwTIMINC Rstd.is-48 wRadl5)).0 03r? 21200212 .07.41PIC Oat - °Nude ;MK CIISeApc3 31 32 33 34 1'-0 Uri• r -1 7-2 118' • r - b' 4' T -0 V4' 5' -0' DIA GLASS 4'-0` ACCESS PANEL 3'-0' 2' -2 V8' -2' InIl �►�` ELEVATION "D" L ■ r a • • a r.® va. T-0 V8' ELEVATI "A" 1 SECTION - HOST STRAIGHT BACK COUNTER (UNDERCCUNTER STORAGE CABINET a V v I SCALE • r • \ \ / PLAN - }405T STAND \ \ it \1, 25 I yr 5112' V4' • � J r -2 518' r 4• 3' -6 U8' 4 it r -a' . \ 5-2 r • • C-6' I 11 1 LIZ _— s r ''r -4' • • ELEVATION "$I, 1- 1' -2 3,4' 1'-0 V4' rr I r-2 1' -4• I ' I / ra' -1 1t= s' PAT MOE QACK 1 V4' \ ' 4 3/4' r SECTION - HOST STRAIGHT BACK COUNTER (PAGER CHARGING STATION) 3 SCALE td • ELEVATION "E" 5' -0' DIA GLASO T -0 114' 5' -3 114' 1' -3 V4' ELEVATION "G" • • DETAIL - HOST STAND (PASS TFRIJ TYPE) I 8 Db/414 r.ra 7 O FLUORESCENT L16HT FIXTURE 0 HOST DETAIL KEYNOTES O 6RANTE TOP AND/OR SPLASH BY 6.G. ® STOPS BASE BY 64. O V4' X 3' TOME 1 612001M PANEL. O SLIDRI6 (RAPER NM 6' FACE PLATE oGW DOOR O AD-uSTABLE SELF O ELECTRICAL ACCESS PANE. 0 DECORATIVE 3X3' LED DAQ IJT Lt6HT BOX O LOI"I VOLTAGE INGMmCSCB5 LI6Hi O CLEAR PLEX16LASG ?V V2'0 VENT HOLES. 0' O.G. O DECORATIVE ETCH 6LA55 BY OIMDR O ELECTRICAL AND/OR DATA .J-00X: A. DIRTY POP ER 6. 1a8'NOPE D. GoI:V DATA P05 O SLIDMb TRAY )'V 4' FAGS PLATE FOR PAGER CHER6IN STATION. O PAGER CHAR61NS STATION: 14' X 8-3/4' X 8-114' H1614 CS O PROHOrT GONPUTT3't AND SCREEN FititITER o O 141sIG STATION CONTROLLER O MIGROFHONE O PAGER TRAMN ITTE12 ® PROVIDE YO HOLE T RCV6N STONE AND 5UBTOP FOR GABLES AND ARES O 1040ER toT USED 0 PAIC BUTTON INSTALLED UNDERNEATH DRAYER SIfi.F 1. R13432 TO ELECTRICAL 9T FOR ADDITIONAL ELEiC.1RICA. 8FORMATION. 2. REFER TO WEFT 1D-0A FOR FINISH SPECS • I "I' 7 VI ;z -i *MILD SECTION - HOST FRONT COUNTER 5 rte` ; ; - - � � + r` : ��":.``. 1 - : 1 i ' sc :;:..;±- 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949) - 261 - 2602 FAX (949) - 261 - 9614 SHEET TITLE DETAILS MILLI ORK - HOrT STA"P OESIGINER TC.F BRAWN .31, -1 DECKED 7. 1✓..aa.e J. — - SCALE A �O =/ DATE PRINTED - - = PROGRESS PRNT sQ rs>teic. X PLANK/ CHECK - - - - - • 50 SET - - CCNST LIC Ns SHEET NU`.'BEP 113-6.22 OF SHEE1s 1 T Y T-2 I 1 a ' / N . IF-1 13116• 9 Erb 11� P L,aJ l'CrN) ..6-4 .1'16 I I'iR• S � \ 7 .n ,4/C .4/16 ' • • LP-I • CUSTOM. BLOOMS NTH SLIDE 130LT SPEGIAL HOTC44 FOR SLIDE BOLT 1 T Y T-2 ) 2 V4•• I ;1 11� P L,aJ T -r I It 3i4 L3' r Tf 3- 'I < BAR SiDE COUNTER • x 4` x 4 ARE EDGE PROTECTOR FOR TRASH OPETL'I VIEW 'A' < BAR SIPE COMER SECTION 13' SECT- ' A • STONE TOP BY °TIERS 1'ARIVE GRADE SU3rOF' 111 - ih SL+TJ BOLT PAN T7 E OL0014.N6 iCTe1 NOTCH FOR 5.17E BOLT 9 b1f6' OPEN FOR TR.AVfH 0 0 4 5 , 2' 316' k I' 3 Are 1' 6:VCCF 1Tskadri nkCArgdlg- IATTA' 1$ 41&2 30/ g03r771 2007i2X19 :, OE8-Davis795Q[C3i914¢3 ELaOC.KP6 LIFT GATE > LIFT GATE > CUSTOM SLOE VOLT SEE PETA! LP-: PETAL - ALE ew* LU•T GATE SLIDE BOLT INSTALLATION I 3 j 34 DETAIL - IMULMOSE STONE SPLASH , SC ALE AT BACK E DIVIDER I :- n' =�-� 35 B,~ m I 1 I matt LP-2 I AT TIOr. AD STAELE SECTION - BAR r 0 SCALE 3(4' : r-O• 5"4. ;n V 7 a a< A DETAIL - BACK BAR SCALE na BOTTLE SH !LP 3' =r-o• G SECTION-BAR GA5I ET " ! 3 0 s (2 EA. R&M DETAIL - BAR ELEC. / DATA J-BOX LOCATION (LIiZT GATE SIDE,) O 1V4' DETWiL - BAR ELEC. / DATA J-BOX LOCATION (HELL POLL SIDLE) 26 • T•• 3 1/Y 3 VY 2'-S' r-2 SECTION - BACK BAR COLUMN 6LASS !RACK NICHE 2'-8' 3 V2' / 31/2 1 / 372 '3 4' -Y SEE ARCH Dr 56. FOR \ MALL DTL5 X 3/4' nl l SCALE f- 1/2' =r -0' O 1 U4' SCALE I- VD =r-o• SCALE r- 1n•• -r-o' O® tomer ozoletroicolozeole Ti sus .6 56 EOM &ORD mi I 2 REEDIWAD 5iaFe .r! COi?AN1 2 %'o 5-3 ;tea BY OMER 21 22 V 51X. EVATON Val 1- }---- -- 1 II II II II n 11 II 11 II 11 h U h 11 II I5, It u It r II • LI U O m Lit N 7 41 N 10 e 4- V O M BBERMAIP CONTAINER 19/4; 5540 BY OMER . ' 1 3' ( PROIVE ADDITIONAL GLASS RACK BRACKET BY 6L. MP) r�- rsas- 1 0I - I •1 y 114 r -s• 515 A-A6 SHELF IMMOVEABLE i PA'a i i 2'-0' r-o' • 1 --.. I I I I, II II I " 1 11 1 1 1 If-- 1 " e L 3' -2' LINE OF UNDER ca NTER CABi1EiS 6' -5 3/4 (v T P1'i W KEG, p 1Ky 34r 2' -15.r Jr 7-1 i0' I j. 8'- 9 3' -2' [L ;:: +I -II - --_--- -=-r= �_c= _r == = =ter !� ------- =s n. -8' (LPE OF DECORATIVE 1JOOD CAP 4 CA NN ABOVE) 41 E +4 f 5J'S PRP TRAYEY 6L. 5' -8 f/2' (VRFY. Ott iV KEG.) 25' -2' BAR LENGTH l tr 8' -2' 7 1. a— ire — I 7-2' A — 2r -R v2' (Bat DE MDBI • RD5' -6 VT3 23' -9 W (BAR COINER WIDTH S26'-5 11') PLAN 25' -5 V!' FRONT BAR ELEVATION 22•-8• 5 V4' TTR yj U EQ Jr Ea T 3 9 $ ' LIM CF BAR DE-1 (ELM COUNTER 9'-1314' (VW. Dii kV KEG./ Y -2' 8' -9' SC IFPER 3' -2' s-e v ' 0.001 EOU = S' !EEG. ' G TO IC' 9� FOR OETALS 25---r SLIP Le4T1+ BACA BAR EVAT . ` (2 RACES it T -9' 11 4 = II II = �� �Inh• �.0 I L I \ _ et le ti I it I P11 # II etra " 1 11< II �% n II - is 7 i 2' -9' \ :: x,13/4' RUEEERMAID RIGID LlI R 3566 BEHIND BY OMER I � I +.r � 1 11 i n� 1 m ♦1 �,il+ -- II !� - - 1 = 3J 11 - __�_= = �= �= - ------------------------ 1111_ = = = =_ _ -., 2'-6' I I 1' 13 2' -0' 1 EQUAL • • I EQ • 6Q , 3' -1' 2r'-a V!' (BAR DE WIDTH • k'}25' -6 VY) • 23' -91/2' MAR COUNTER IIIDTH •R - 5112') . 1 2-0' O ACCESS DOOR NTH RIME E 13R01LE OCNTIN OIJ<a 1015E O'd4 5TER CAW •15614&+45) AV) TOUGH LATCH i17 -0 518 3' -0' • 5 Ye { I f. T-6 we 1 I (2 PLACES) sq 20 I- BAR DETAIL KEYNOTES OI c+cRRY WOOD CROON NV APRON O 'BAR CLOD' SOFFIT FORMED FROM RIGID MICRO CELLULAR DENSE POLYUFEime FOAM IV EPDXY COATING AND SE 4 -61055 PAINT FMK O EQUAL LY SPACE COFFER AND GOLD BM) ON 'BAR GLOW' SOFFIT. O OHM OF RECESS LIGHT FUME V'VI 'BAR GLAA'. ELCO 4 EI. -94 p BACK BAR GQ NTER DMDER COLr244 ORB= COMM. ® OIIRINE OF 6LASS RACK ON WO SIDES OF TIE BAR p T 31' VIEPSOh1G LCD TV, R•3160V( DIM 28.7'11 x 31B7f x YIEI6HT: 841 LBS. 0 TELEVISION MOOD SHELF YIV LOA VOLTAGE STRIP LI6FMNS IFIDERFEATH SHELF. REFER TO ELEC. P065 FOR ADDITIONAL IWO. O SA GLASS RACK PITMN BOX OMNI HUE O 741 THiCA VSRROR FINISH AT BACK II BOTTLE STEP vs/Ye FROSTED GLASS SHELF OVER R.UORE5CENr LIGHT BOX BY 6iC. O Y4' TEMPERED GLASS star RIM wmH sow CAP O MP FLUORESCD1T LI6M' FIXTURE $1 SYMMETRIC REFLEGTOR TO PICOT LIGHT TO BOTTLE 51€! OR 6LASS SHELF ABOVE O GRANITE GgM"TER TGP OVER MARDE GRADE SUBTOP OR 6RAMTE SPLASH BY 6G. O BAR SCUPPER O DECORATIVE TABLE LAND OR MALL SCONCE BY OY11ER O 6' PIA. 3i' TICK ABSOLUTE BLACK GRANITE LANE' BASE ® BACK BAR COI IT8 OPEN SELF FOR CASH RE6 STEP GASH REGISTER DIM: TT -36111 x 4-%14 x 18 -3417 BACK BAR COUNTER PRAYER BAR LIFT SATE CIERR MOOD BAR FROHT COUNTER APRON AID 7R84 CII3/RY STARTED SIDI * BLACK 6RANPTE TRAM AND 5113 BY 6L. CONG- BAR CURD. REFER TO SHEET ID-624 FOR DETAILS %' THICK DECORATIVE MIMED GLASS BY arm LOH MLLMORIC MALL ON DV SIDES OF OAR YV F OIJRE'5CO4T LIGHT BOX FOR DECORATIVE GLASS LOYII VOLTAGE STRIP LI6HTr1NS BEHIND CLEAR PLEO6LASS VENTED SCREEN ELEC AND OR DATA J43OX INSTALLED FLUSH YV STOVE SPLASH A DIRTY PIOVEt B. CLEAN POVER - UPS (ice FACE PLATE) G. 16 RECO'rAGLE (ORANGE FACE PLATE) D. DATA O 34' 1ENFERED &A56 9ftVE5 PITH COPPER % U- CHAVEL ALONG 61.JU& EWE O 3' VIA. COFFER SPHERE 54ELF END SUPPORT O 34' COPPER ROD RAiL AT SHELF REAR O BAR 6LASS DEL F MITER SUPPORT STRIJGRIRE O STOREFRONT Y' VOYi SYSTEM. REFER TO ARGIL VMS FOR PETALS O BAR KiTGItN EGYJPNENT BY KEG. O MARRY FLOOR TILE OR MARRY TILE COVE BASE O R LOVEABLE CHEERY MOP TELEVISION TOP PAVi COVER O PANIC BUTTON L liftER TO 13XL1R1CAL SIT FOR ADDITIONAL r3EGTRHCN- IWORMATION. 2. Rl313t TO SHEET 1D-OD FOR FINISH SPECS 0 immecoxox..x4xeco, a.:.a�.s rr e.�►t -vtr tease te..�se . OPE% I CoDE c 1 LIFT GATE SIX ELEVATION VIEA LJ PLAN / ELEVATION - BAR (25'-2" LENGTH BAR) " 17701 MITCHELL NORTH IRVINE. CA 92614 0 a RECERM MAR 29 760 PaiMiltaffEA SHEET TITLE OESAV1ER TOP SCPLE AS 'a DATE PRINTED SHEET NUVEEP ID-6.23 OF SFEETS 230 STRANDER BLVD., TUKWILA, WA 98188 RESTAURANT CONSTRUCTION I 3 a 3/B' FLAN VIEW _ V16' CRAM ER HELD 38' MONSTER STEEL ROD TO V4' STEEL BAR SIDE VIEW I. SLIDE BOLT SHALL BE PAINTED BLACK 2 OILWTITT: CAE EACH RECURED PER BAR LEGEND I+ Ir BAR LIFT SATE CUSTOM SUDS BOLT S = SNAKE L.16H1'S G = GGhY. Yl = 6LA56 MOH R F = ICE CREAM FREEZER B = BLENDERS 811 = ORf1SH MASHER 56 = SODA 6L615 I. LOOM FRP_ TO BE APPLIED TO BACK BAR MD CHAS MEOW STOIC EIME Br CIDERS Cr,?). 2 YERIFY BAR DE BACK ELEVATION ORIENTATION ISM FLOOR PLAY ISOMETRIC VIEW DETAIL L7.3' -4 V4' AFP. k EL • T.0 AFF. FLOOR LAE GO! ANTE LIM SACCFdKSkT*dU "RECFlatIPIISS WalIder 415 049. f ?? O1 ILU9 -2 I, ORS• Owlet 753RIR 1'3193A.pr3 3' 1IQ'. I V)' END VIER SCALE 3' =1-0' L/Fr 32 35 rul 34 3-3 TQ' 1 29(4' BOX (TYP 49(4' ELECTRIC/4 BODES NTH 314' MD MS (1W) • 4 314' r I- L 3/4' 3 314' V2' 5/5 UPPLE 9' -158' (FRP TO FR') s CEEE 5 Dl B Y -2' OD. 7-3 1/2' TOP VIEW Y -2' OD_ FRONT VIEW 30 E' -f0 V4' If I 29 r-3 r-E 112' J SPANITE TOP OVER 314' PLYfV_ W TOP 5TRP L16hT615. 5M ELEC. DPIS. J 3,4' Y-6 T/!' l ANN!- 5PLA% REQUIRED 3/4' V-8 Vr (FR' TO FRP) - 6'RANITE TOP 3/4' 44AR11E GRADE PLYYNOCO 9.3TOP 5,J i r r -10 s/8' 1 TO' DETAIL - BAR COUNTER EDGE • SCALE 6'= r- CUSTOM BEER DRIP TROUGH FOR BAR 24 25 3'-? 3/8' �G ' TG B' B B r FIN M IV 4 NOTE: AT BOTTOM SLR COLT MOE GLAIR! _LOCK 11E MD cAi t3A6c I. MU-YORK CONTRACTOR 14/5T COORDINATE MIN STOKE AID BEER TOPER INSTALLER TO DELRE PROPER SLOFE IS MAINfAVED AT BEER DRIP T12441611. 1' OD. 1' OD SIDE VIEW 6' -5 (FRP TO FRP) LP-4 LP-4 1L•-4 Lo DOOR STOVE WATER t SPLASH • EMI ADP. )STAB -E SHELF STAE BASE r -4 err 1 r -2 3/4' 4 4 V 73 4' -S 5/8' r -s• n t i i BACK DIE ELEVATION - BAR C SECTION - SIDE COUNTER I r -s• NODE T-4 TI? 8 314' me 3,4' SECTION - BAR LIFT GATE • . ee SCALE 3(4' = r-o' DOOR max& 5/5 MEE 6I.A , SCALE 3 =I'-O SCALE 1/2' A J17 !LSD Lie% 0 3566 MOO IA70t< BAR SIDE WINTER EMI e. 1 18 19 SCALE 20 417 = r-o' • m 10 314' r -4 V2' 7-4 V4' S' -II V4' DOTAL - GONG. GIAZB AT BAR SUM MALLS (•Nlf MAW Z r -2 314' DETAIL - GONG. GiAiB AT BAR 5117E CAMET 42.1110E OF BAR CANTER ABOVE BAR DIE EDGE • • , NOTES: I. MILLWORK CONTRACTOR SHALL PROVIDE TIE PECESSARY FORM TO ATTAIN PROPER GOING. CURB SHAPE REQUIRED FOR T)c ORE a. SCALE I V2' = SCALE 1Vr= -o 13 1 9' -1314' BLDG. POLL REF TO ARCM. VMS FOR DTL.S L Jam - v \�i•C� .+ .i�'Gi MAIL - CONC. CURB AT BACK BAR lergion*Ano CABRE*T OAS Be 6G- r -3• ORS) • CODE COMPUP 1uL ZIAA T a i : I- T I City Of ti i l.c LIDIL DINGDIT$I0.1:4 _ 7 -3 0(15) • 23-3 V1' 24' -5 V4' V -8 V)' 4'•5 V4' r AM b• -2 3/4' GONG. CLR3 GONG. 2 4'1(6H RE iENRE1D FGR • FROM l =I SCALE 9 1I/2• = r-o' a KX 3'R G RRY 'u TILE • FF. OCTAL • CM. ate AT I SCALE 1 10 BACK EWA COMET I VT = r� GONG. CURB 6 V4' ASH CONG.CURB 8 3/4' 14I6H 3/4' 1 5-3 1 BLACK 6RNUE STEP AID TRIM - 1 COLT. RE-BAR '4 votas 24' OD. BAR STEP GONG. aes FLO R 111.E I - GMT. 1E-3A42 t4 DaRe.s 24' OC. FF. t - *4 CM -. SE-BAR :4 MSS 24' OC 4' -8 V4' 4' SLAB BAR Sa cow. G. 10 3/4' NAIL - BAR CURB (25'-T LENGTH BAR) J SC ALE ' 5-3 r'3 -AGE 6RAVTE STIP A D TRH?�t SERIN& BED 13£G WONT ,ft I 8' ED 3; 1 3/4' 10' i x , 43/4' I' -13/4' 4 Ile Ill/ U :U . 11/8' BAR DE AT BARNFT BOX V2' GAP ('VARES) DETAIL - GONG. CLINE AT 'BMW BOX' LOCATION vA ES BAR DE r &ARE5) 1 SCALE 1 1/2' = r-o BAR DE MALI FRA•ViS FRP FR ,RE TREATED SOOD ELOO ONS GATL KgEs r- 9 GONG SLAG DETAIL - GONG. CURS AT I SCALE I BAR !Rote i►9TH R013T REST i 1 Vr = r-� I BAR D'E iWi FRP CALM* WARY' TIE BAR DE HALL FR/IVAS PLIkEIRIS FRP PEE TREATED YirX D BLOOMS r CAIRKIN6 GONG. SLAB ti • O:MAL - GCs i axes 1 i S C A L E AT OM SIDE PI M ROOT MST 1 1 13' :11) % " * "ra:c - -- tog 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949) - 261 - 2602 FAX (949) - 261 - 9614 11 ESE DRAWINGS PREMED SY TIC CHEESECAR FACTORY. WIC. FORTHRS PRO ACT PEE FOR USE SOLELY Win RESPECT TO INS PROJECT AHD UNLESS OT EROASE PRWOEQTHE OEESFC* EFACTORY. VG SRAM RECEDED THE AURIOROF THESE OOCUUEMSANOSIM ESTATE ALL COMMON LAW. STATUTORY RV OTHER RESEEDED AGMS.MUMS THE COMMIT DESE CRAVINGS SHALL NOT EE USED BYOTHERs MSOnfRPNORt15 FOR Ammons TOMS PROS'CTCR FOR CGM"IETHONOF THIS PROECTBV OTHERS PICEPTSYAtRHI/WM MMiMING BY THE CHTESEGME FACTORY. INC LOCATION i W Z J J Q 2 N LL L W z W 0 I I- D ' 0 � p 0 J W U. I- VJ W CTlYOF I1Al225 ?001 • SCALE 6 •, I ' - 6RANTE TOP OtENSIONS VARIES VERFY DN. UW ARCH PLAN f. VERIFY ACTUAL COUNTER TOP amour AND GORIER RADII NTH SIN( TEMPLATE. PLAN -R'* LAVATORY COUNTER SCALE W4' = 1'-O' SEE ARCH. PLANS FOR METAL JAMS AT RATED DOORS Br 6G. . OMIT MOOD STOP • • CASED °FELON% BY 6.6. VWNSCOTT d�1 Yk GAP WERE IT SHM SPADE DETAIL - TYP. DOOR CASING 1 =A -0' 1 1 SCALE 3/4' =1'-0' VERIFY DOOR 1 JA RATTNS /V ARCH VMS DOM I'AQDYGIQE BY 6L_ PO.w9WD seS K.IGKPI.ATE 1 5-3 1 STONE PLINTH BY 6L. NOTE= LP ON CLOSET SIDE OF DODR DETAIL - GROWN 28 1 DTL. - JANITOR CLOSET DOOR STAINED CHERRY HOOD GROW* IN LOCATIONS INDICATING FINISH 5T - LINE OF FINISHED WALL SCALE 6' = SCALE F/2' = r-0' DL't111L - PA 411.Y RESTROOM DOOR A P�1 PR NIRROR ON PIECE DOOR e. 314' OJARTER Rohs, 2X4 GONE PLATE PLY.V. WALL TEE BY 6L. / / / / / � 6 f 9' IV4'1_ P3141 IIV4' C •_ :OV.°. o Sir. RESTROOM -- 51611 BY OMER DOOR FISH — PLATE BY GI QSTALLED BY 6L: 6RNITE PLINTH - BY 6L. DETAIL- RESTROOM POOR � T-0' b'� SIDE OF DOOR - / / / / / / / /1 i \ 7 SCALE I/2' = 1'-O• 1/8'XIR6'- CORK (1119. 6RANTE TOP YIERE INDICATED H IV - 3/4' THC HARDWOOD DOOR STOP ID -3 3/4' THC I+D -I 3/4' RWOOD 14.1.1 MP : O ) STOW 616E f 6C. SCALE 6• = c-a' CLEAR °.7C-611 For P.A • CC. FCR V..'_ DETAIL- TYPICAL GAP 13/4' 1 V4' DETAIL - TYP. STONE BASE STONE BASE 3Y 6L. 6RAtI TE TOP OR h12-1 TOP YIERE INDICATED 3/4' FLYi4000 SUB-TOP SCALE 6' = I'-O' SCALE 1-1%2• = SCALE 1 4 6' = r-0• 67 91109116k.4s RI111CaIIStaE¢7ATdow4a- IIr34dEg 631 ?OOT IT.O i9 Ply, COS - 17eytfe! ?SSORQI c3 • SOFFIT ABOVE COLUMN BY G.C. eLIC/210te SWAM CH3i3i'Y MOO GRDRI MOULDING. PROVIDE CLEARANCE FROM MALL FOR PEC110611ADE. ST-I DECORATIVE LIGHT -- FIXTURE PROVIDED BY O14AER INSTALLED BY 6L. V4' MOO L'.5FRTS PANTED YOH COPPER FINISH (n•P) YfOOD COMM DE1.0511RE MTh ALIERNATW6 PAS 6RAIN DIRECTION. MOOD DECK 1300111 SEAMS SHOW\ FOR REFERENCE OILY 5TA1 W SONS (IYP). ND-2 DETAIL. KEYNOTES ELEV. - WOOD COLUMN ENCLOSURE AT OCTAGON DINING O STONE COUNTER TOP BY 6L. O STONE COUNTER FASCIA BY 6L: O TILE SPLASH O TIr10ER O' JNTrR LAVATORY BY 6L_ 0 F#VGET O 3 .ROR - SEORE OViR T.'LE NTH METAL CLEAT ANT SECURITY SC €/1. PROV/OS> BY MAVJF. 0 9CiRT /T3 SOA° D O 518' D tiiaD TILE sArAcs'R 137 O STUD PE Ft PLAN O GAG TILE O MAN P.PE 0 KN. 7VIEELGI'AR'GALE E TOE CLEARANCE. 5c S T VG O STL. AWE. SV ' »o u . caw-et SiPiOIO!Qs. SITE ARCM FOR 17R. 2-6' A 1 • 111111 I _IL \_ 1 51121" ASE f r o H a z ELEVATION VIEW "A E *34' • T 1 ( O 0 0 0 0 PLAN VIEW •r r-6• a • T 0 0 0 0 0 r-r VERFY /CIA_ 8 V4' OUTLINE OF GROWN MUM* ABOVE MOOD CALM ENCLOSURE DEGIORATNE LI6Hr FIXTURE. PROVIDED BY OMR STALLED BY 6L. w m W 1 SECTION - LAVATORY , ' _ ` `-.�. - : = 25 DETAIL-SERVICE ETAIL -SERV STATION WALL I M .. E 120 • DETAIL - FAMILY RESTROOM DOOR W/ INSET MIRROR TOP GAP 3/4' QTR WI 1'ECFiO SKIM FABRIC PAM OF TRAYS- 37014' T16 PAa. OVER GYP B7 DOHS tiA ED vriOT GLASS STYE SILL 314' O.iR SLOPE TOY DR AN STOREFRONT ALUM. SRL FL.A5H■6 STOVE 5tL F/4• T1& PANE- OVER I/2' FLLYJO WY GYP. BD •. TO A -9•s5 FOR PR•Q15 ET•S_ i2"°Y/IOIOr� • 0 1ERFY orrx- PINaON ANNSCOT Troll SCALE SCALE 3'4 1 . 13 r-REPE2 TO ARCH. PASS FOR FRN DFTA'.5 T116 SV 6 EASED EDC•E L1+E OF 111&15GOTJ TOP EDGE DEC ORAT VIE i•M41 !t BY ASTAL ED BY GC. NOE CAS..16 Pa—WOO,t IACKINIS f l 1 DETAIL NICHE CASING MIRROR 0 31023 SLL SCALE •-Cr 1 ceva. - maw MONT Dec 1 5 G Ai. 5 courant ME I s' =r-o 1 a 1 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949) - 261 - 2602 FAX (949) - 261 - 9614 THEW oRMAN= PREPARED SY RC OEESeCNE FACTORY. PC FOR TMs PR0.ECT FOR USE SOLELY RATHIT SPCCTToTEFSPRWECT Ate UNLESS OIIE TIRSE OEFS[CAiCE FACTORY. NC 9I U BE MIRO *IF AUTHOR OF THESE DOCMIENTSNO SIW L AEON ALLCgaIDN TAM STATU70RY RESOIYEO RUM E'1al , nco:imuiart WOE DRAW= SHALL NOT EiEUSEDWOMB 0% OTHER PROTECTS. FOR ACOfl GTO.Its PROJECTOR FOR OCARIFT10NOFMS pImmM OflhER% CCE•T RE AG EFTENT N ramie ST TNECIITESECUE FACTORY. re ISSUE LOCATION RECjIrVED p MAR 2S 21ix;1 7 YN17 -I - WOOD GA51N6 p1 ' AROUND OC i OPEI�� • EXTERIOR MOM FRAMS - . BY 6G. j / .! j J /' / ,/. . / / / • 11 ® 1 , \ d • SCALE 6 •, I ' - 6RANTE TOP OtENSIONS VARIES VERFY DN. UW ARCH PLAN f. VERIFY ACTUAL COUNTER TOP amour AND GORIER RADII NTH SIN( TEMPLATE. PLAN -R'* LAVATORY COUNTER SCALE W4' = 1'-O' SEE ARCH. PLANS FOR METAL JAMS AT RATED DOORS Br 6G. . OMIT MOOD STOP • • CASED °FELON% BY 6.6. VWNSCOTT d�1 Yk GAP WERE IT SHM SPADE DETAIL - TYP. DOOR CASING 1 =A -0' 1 1 SCALE 3/4' =1'-0' VERIFY DOOR 1 JA RATTNS /V ARCH VMS DOM I'AQDYGIQE BY 6L_ PO.w9WD seS K.IGKPI.ATE 1 5-3 1 STONE PLINTH BY 6L. NOTE= LP ON CLOSET SIDE OF DODR DETAIL - GROWN 28 1 DTL. - JANITOR CLOSET DOOR STAINED CHERRY HOOD GROW* IN LOCATIONS INDICATING FINISH 5T - LINE OF FINISHED WALL SCALE 6' = SCALE F/2' = r-0' DL't111L - PA 411.Y RESTROOM DOOR A P�1 PR NIRROR ON PIECE DOOR e. 314' OJARTER Rohs, 2X4 GONE PLATE PLY.V. WALL TEE BY 6L. / / / / / � 6 f 9' IV4'1_ P3141 IIV4' C •_ :OV.°. o Sir. RESTROOM -- 51611 BY OMER DOOR FISH — PLATE BY GI QSTALLED BY 6L: 6RNITE PLINTH - BY 6L. DETAIL- RESTROOM POOR � T-0' b'� SIDE OF DOOR - / / / / / / / /1 i \ 7 SCALE I/2' = 1'-O• 1/8'XIR6'- CORK (1119. 6RANTE TOP YIERE INDICATED H IV - 3/4' THC HARDWOOD DOOR STOP ID -3 3/4' THC I+D -I 3/4' RWOOD 14.1.1 MP : O ) STOW 616E f 6C. SCALE 6• = c-a' CLEAR °.7C-611 For P.A • CC. FCR V..'_ DETAIL- TYPICAL GAP 13/4' 1 V4' DETAIL - TYP. STONE BASE STONE BASE 3Y 6L. 6RAtI TE TOP OR h12-1 TOP YIERE INDICATED 3/4' FLYi4000 SUB-TOP SCALE 6' = I'-O' SCALE 1-1%2• = SCALE 1 4 6' = r-0• 67 91109116k.4s RI111CaIIStaE¢7ATdow4a- IIr34dEg 631 ?OOT IT.O i9 Ply, COS - 17eytfe! ?SSORQI c3 • SOFFIT ABOVE COLUMN BY G.C. eLIC/210te SWAM CH3i3i'Y MOO GRDRI MOULDING. PROVIDE CLEARANCE FROM MALL FOR PEC110611ADE. ST-I DECORATIVE LIGHT -- FIXTURE PROVIDED BY O14AER INSTALLED BY 6L. V4' MOO L'.5FRTS PANTED YOH COPPER FINISH (n•P) YfOOD COMM DE1.0511RE MTh ALIERNATW6 PAS 6RAIN DIRECTION. MOOD DECK 1300111 SEAMS SHOW\ FOR REFERENCE OILY 5TA1 W SONS (IYP). ND-2 DETAIL. KEYNOTES ELEV. - WOOD COLUMN ENCLOSURE AT OCTAGON DINING O STONE COUNTER TOP BY 6L. O STONE COUNTER FASCIA BY 6L: O TILE SPLASH O TIr10ER O' JNTrR LAVATORY BY 6L_ 0 F#VGET O 3 .ROR - SEORE OViR T.'LE NTH METAL CLEAT ANT SECURITY SC €/1. PROV/OS> BY MAVJF. 0 9CiRT /T3 SOA° D O 518' D tiiaD TILE sArAcs'R 137 O STUD PE Ft PLAN O GAG TILE O MAN P.PE 0 KN. 7VIEELGI'AR'GALE E TOE CLEARANCE. 5c S T VG O STL. AWE. SV ' »o u . caw-et SiPiOIO!Qs. SITE ARCM FOR 17R. 2-6' A 1 • 111111 I _IL \_ 1 51121" ASE f r o H a z ELEVATION VIEW "A E *34' • T 1 ( O 0 0 0 0 PLAN VIEW •r r-6• a • T 0 0 0 0 0 r-r VERFY /CIA_ 8 V4' OUTLINE OF GROWN MUM* ABOVE MOOD CALM ENCLOSURE DEGIORATNE LI6Hr FIXTURE. PROVIDED BY OMR STALLED BY 6L. w m W 1 SECTION - LAVATORY , ' _ ` `-.�. - : = 25 DETAIL-SERVICE ETAIL -SERV STATION WALL I M .. E 120 • DETAIL - FAMILY RESTROOM DOOR W/ INSET MIRROR TOP GAP 3/4' QTR WI 1'ECFiO SKIM FABRIC PAM OF TRAYS- 37014' T16 PAa. OVER GYP B7 DOHS tiA ED vriOT GLASS STYE SILL 314' O.iR SLOPE TOY DR AN STOREFRONT ALUM. SRL FL.A5H■6 STOVE 5tL F/4• T1& PANE- OVER I/2' FLLYJO WY GYP. BD •. TO A -9•s5 FOR PR•Q15 ET•S_ i2"°Y/IOIOr� • 0 1ERFY orrx- PINaON ANNSCOT Troll SCALE SCALE 3'4 1 . 13 r-REPE2 TO ARCH. PASS FOR FRN DFTA'.5 T116 SV 6 EASED EDC•E L1+E OF 111&15GOTJ TOP EDGE DEC ORAT VIE i•M41 !t BY ASTAL ED BY GC. NOE CAS..16 Pa—WOO,t IACKINIS f l 1 DETAIL NICHE CASING MIRROR 0 31023 SLL SCALE •-Cr 1 ceva. - maw MONT Dec 1 5 G Ai. 5 courant ME I s' =r-o 1 a 1 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949) - 261 - 2602 FAX (949) - 261 - 9614 THEW oRMAN= PREPARED SY RC OEESeCNE FACTORY. PC FOR TMs PR0.ECT FOR USE SOLELY RATHIT SPCCTToTEFSPRWECT Ate UNLESS OIIE TIRSE OEFS[CAiCE FACTORY. NC 9I U BE MIRO *IF AUTHOR OF THESE DOCMIENTSNO SIW L AEON ALLCgaIDN TAM STATU70RY RESOIYEO RUM E'1al , nco:imuiart WOE DRAW= SHALL NOT EiEUSEDWOMB 0% OTHER PROTECTS. FOR ACOfl GTO.Its PROJECTOR FOR OCARIFT10NOFMS pImmM OflhER% CCE•T RE AG EFTENT N ramie ST TNECIITESECUE FACTORY. re ISSUE LOCATION RECjIrVED p MAR 2S 21ix;1 7 YN17 -I - WOOD GA51N6 p1 ' AROUND OC i OPEI�� • EXTERIOR MOM FRAMS - . BY 6G. j / .! j J /' / ,/. . / • 11 • SCALE 6 •, I ' - 6RANTE TOP OtENSIONS VARIES VERFY DN. UW ARCH PLAN f. VERIFY ACTUAL COUNTER TOP amour AND GORIER RADII NTH SIN( TEMPLATE. PLAN -R'* LAVATORY COUNTER SCALE W4' = 1'-O' SEE ARCH. PLANS FOR METAL JAMS AT RATED DOORS Br 6G. . OMIT MOOD STOP • • CASED °FELON% BY 6.6. VWNSCOTT d�1 Yk GAP WERE IT SHM SPADE DETAIL - TYP. DOOR CASING 1 =A -0' 1 1 SCALE 3/4' =1'-0' VERIFY DOOR 1 JA RATTNS /V ARCH VMS DOM I'AQDYGIQE BY 6L_ PO.w9WD seS K.IGKPI.ATE 1 5-3 1 STONE PLINTH BY 6L. NOTE= LP ON CLOSET SIDE OF DODR DETAIL - GROWN 28 1 DTL. - JANITOR CLOSET DOOR STAINED CHERRY HOOD GROW* IN LOCATIONS INDICATING FINISH 5T - LINE OF FINISHED WALL SCALE 6' = SCALE F/2' = r-0' DL't111L - PA 411.Y RESTROOM DOOR A P�1 PR NIRROR ON PIECE DOOR e. 314' OJARTER Rohs, 2X4 GONE PLATE PLY.V. WALL TEE BY 6L. / / / / / � 6 f 9' IV4'1_ P3141 IIV4' C •_ :OV.°. o Sir. RESTROOM -- 51611 BY OMER DOOR FISH — PLATE BY GI QSTALLED BY 6L: 6RNITE PLINTH - BY 6L. DETAIL- RESTROOM POOR � T-0' b'� SIDE OF DOOR - / / / / / / / /1 i \ 7 SCALE I/2' = 1'-O• 1/8'XIR6'- CORK (1119. 6RANTE TOP YIERE INDICATED H IV - 3/4' THC HARDWOOD DOOR STOP ID -3 3/4' THC I+D -I 3/4' RWOOD 14.1.1 MP : O ) STOW 616E f 6C. SCALE 6• = c-a' CLEAR °.7C-611 For P.A • CC. FCR V..'_ DETAIL- TYPICAL GAP 13/4' 1 V4' DETAIL - TYP. STONE BASE STONE BASE 3Y 6L. 6RAtI TE TOP OR h12-1 TOP YIERE INDICATED 3/4' FLYi4000 SUB-TOP SCALE 6' = I'-O' SCALE 1-1%2• = SCALE 1 4 6' = r-0• 67 91109116k.4s RI111CaIIStaE¢7ATdow4a- IIr34dEg 631 ?OOT IT.O i9 Ply, COS - 17eytfe! ?SSORQI c3 • SOFFIT ABOVE COLUMN BY G.C. eLIC/210te SWAM CH3i3i'Y MOO GRDRI MOULDING. PROVIDE CLEARANCE FROM MALL FOR PEC110611ADE. ST-I DECORATIVE LIGHT -- FIXTURE PROVIDED BY O14AER INSTALLED BY 6L. V4' MOO L'.5FRTS PANTED YOH COPPER FINISH (n•P) YfOOD COMM DE1.0511RE MTh ALIERNATW6 PAS 6RAIN DIRECTION. MOOD DECK 1300111 SEAMS SHOW\ FOR REFERENCE OILY 5TA1 W SONS (IYP). ND-2 DETAIL. KEYNOTES ELEV. - WOOD COLUMN ENCLOSURE AT OCTAGON DINING O STONE COUNTER TOP BY 6L. O STONE COUNTER FASCIA BY 6L: O TILE SPLASH O TIr10ER O' JNTrR LAVATORY BY 6L_ 0 F#VGET O 3 .ROR - SEORE OViR T.'LE NTH METAL CLEAT ANT SECURITY SC €/1. PROV/OS> BY MAVJF. 0 9CiRT /T3 SOA° D O 518' D tiiaD TILE sArAcs'R 137 O STUD PE Ft PLAN O GAG TILE O MAN P.PE 0 KN. 7VIEELGI'AR'GALE E TOE CLEARANCE. 5c S T VG O STL. AWE. SV ' »o u . caw-et SiPiOIO!Qs. SITE ARCM FOR 17R. 2-6' A 1 • 111111 I _IL \_ 1 51121" ASE f r o H a z ELEVATION VIEW "A E *34' • T 1 ( O 0 0 0 0 PLAN VIEW •r r-6• a • T 0 0 0 0 0 r-r VERFY /CIA_ 8 V4' OUTLINE OF GROWN MUM* ABOVE MOOD CALM ENCLOSURE DEGIORATNE LI6Hr FIXTURE. PROVIDED BY OMR STALLED BY 6L. w m W 1 SECTION - LAVATORY , ' _ ` `-.�. - : = 25 DETAIL-SERVICE ETAIL -SERV STATION WALL I M .. E 120 • DETAIL - FAMILY RESTROOM DOOR W/ INSET MIRROR TOP GAP 3/4' QTR WI 1'ECFiO SKIM FABRIC PAM OF TRAYS- 37014' T16 PAa. OVER GYP B7 DOHS tiA ED vriOT GLASS STYE SILL 314' O.iR SLOPE TOY DR AN STOREFRONT ALUM. SRL FL.A5H■6 STOVE 5tL F/4• T1& PANE- OVER I/2' FLLYJO WY GYP. BD •. TO A -9•s5 FOR PR•Q15 ET•S_ i2"°Y/IOIOr� • 0 1ERFY orrx- PINaON ANNSCOT Troll SCALE SCALE 3'4 1 . 13 r-REPE2 TO ARCH. PASS FOR FRN DFTA'.5 T116 SV 6 EASED EDC•E L1+E OF 111&15GOTJ TOP EDGE DEC ORAT VIE i•M41 !t BY ASTAL ED BY GC. NOE CAS..16 Pa—WOO,t IACKINIS f l 1 DETAIL NICHE CASING MIRROR 0 31023 SLL SCALE •-Cr 1 ceva. - maw MONT Dec 1 5 G Ai. 5 courant ME I s' =r-o 1 a 1 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949) - 261 - 2602 FAX (949) - 261 - 9614 THEW oRMAN= PREPARED SY RC OEESeCNE FACTORY. PC FOR TMs PR0.ECT FOR USE SOLELY RATHIT SPCCTToTEFSPRWECT Ate UNLESS OIIE TIRSE OEFS[CAiCE FACTORY. NC 9I U BE MIRO *IF AUTHOR OF THESE DOCMIENTSNO SIW L AEON ALLCgaIDN TAM STATU70RY RESOIYEO RUM E'1al , nco:imuiart WOE DRAW= SHALL NOT EiEUSEDWOMB 0% OTHER PROTECTS. FOR ACOfl GTO.Its PROJECTOR FOR OCARIFT10NOFMS pImmM OflhER% CCE•T RE AG EFTENT N ramie ST TNECIITESECUE FACTORY. re ISSUE LOCATION RECjIrVED p MAR 2S 21ix;1 7 YN17 -I - WOOD GA51N6 p1 ' AROUND OC i OPEI�� • EXTERIOR MOM FRAMS - . BY 6G. j / .! j J /' / ,/. . / f ,'.f ,/ ' . // / . r. 11 • SCALE 6 •, I ' - 6RANTE TOP OtENSIONS VARIES VERFY DN. UW ARCH PLAN f. VERIFY ACTUAL COUNTER TOP amour AND GORIER RADII NTH SIN( TEMPLATE. PLAN -R'* LAVATORY COUNTER SCALE W4' = 1'-O' SEE ARCH. PLANS FOR METAL JAMS AT RATED DOORS Br 6G. . OMIT MOOD STOP • • CASED °FELON% BY 6.6. VWNSCOTT d�1 Yk GAP WERE IT SHM SPADE DETAIL - TYP. DOOR CASING 1 =A -0' 1 1 SCALE 3/4' =1'-0' VERIFY DOOR 1 JA RATTNS /V ARCH VMS DOM I'AQDYGIQE BY 6L_ PO.w9WD seS K.IGKPI.ATE 1 5-3 1 STONE PLINTH BY 6L. NOTE= LP ON CLOSET SIDE OF DODR DETAIL - GROWN 28 1 DTL. - JANITOR CLOSET DOOR STAINED CHERRY HOOD GROW* IN LOCATIONS INDICATING FINISH 5T - LINE OF FINISHED WALL SCALE 6' = SCALE F/2' = r-0' DL't111L - PA 411.Y RESTROOM DOOR A P�1 PR NIRROR ON PIECE DOOR e. 314' OJARTER Rohs, 2X4 GONE PLATE PLY.V. WALL TEE BY 6L. / / / / / � 6 f 9' IV4'1_ P3141 IIV4' C •_ :OV.°. o Sir. RESTROOM -- 51611 BY OMER DOOR FISH — PLATE BY GI QSTALLED BY 6L: 6RNITE PLINTH - BY 6L. DETAIL- RESTROOM POOR � T-0' b'� SIDE OF DOOR - / / / / / / / /1 i \ 7 SCALE I/2' = 1'-O• 1/8'XIR6'- CORK (1119. 6RANTE TOP YIERE INDICATED H IV - 3/4' THC HARDWOOD DOOR STOP ID -3 3/4' THC I+D -I 3/4' RWOOD 14.1.1 MP : O ) STOW 616E f 6C. SCALE 6• = c-a' CLEAR °.7C-611 For P.A • CC. FCR V..'_ DETAIL- TYPICAL GAP 13/4' 1 V4' DETAIL - TYP. STONE BASE STONE BASE 3Y 6L. 6RAtI TE TOP OR h12-1 TOP YIERE INDICATED 3/4' FLYi4000 SUB-TOP SCALE 6' = I'-O' SCALE 1-1%2• = SCALE 1 4 6' = r-0• 67 91109116k.4s RI111CaIIStaE¢7ATdow4a- IIr34dEg 631 ?OOT IT.O i9 Ply, COS - 17eytfe! ?SSORQI c3 • SOFFIT ABOVE COLUMN BY G.C. eLIC/210te SWAM CH3i3i'Y MOO GRDRI MOULDING. PROVIDE CLEARANCE FROM MALL FOR PEC110611ADE. ST-I DECORATIVE LIGHT -- FIXTURE PROVIDED BY O14AER INSTALLED BY 6L. V4' MOO L'.5FRTS PANTED YOH COPPER FINISH (n•P) YfOOD COMM DE1.0511RE MTh ALIERNATW6 PAS 6RAIN DIRECTION. MOOD DECK 1300111 SEAMS SHOW\ FOR REFERENCE OILY 5TA1 W SONS (IYP). ND-2 DETAIL. KEYNOTES ELEV. - WOOD COLUMN ENCLOSURE AT OCTAGON DINING O STONE COUNTER TOP BY 6L. O STONE COUNTER FASCIA BY 6L: O TILE SPLASH O TIr10ER O' JNTrR LAVATORY BY 6L_ 0 F#VGET O 3 .ROR - SEORE OViR T.'LE NTH METAL CLEAT ANT SECURITY SC €/1. PROV/OS> BY MAVJF. 0 9CiRT /T3 SOA° D O 518' D tiiaD TILE sArAcs'R 137 O STUD PE Ft PLAN O GAG TILE O MAN P.PE 0 KN. 7VIEELGI'AR'GALE E TOE CLEARANCE. 5c S T VG O STL. AWE. SV ' »o u . caw-et SiPiOIO!Qs. SITE ARCM FOR 17R. 2-6' A 1 • 111111 I _IL \_ 1 51121" ASE f r o H a z ELEVATION VIEW "A E *34' • T 1 ( O 0 0 0 0 PLAN VIEW •r r-6• a • T 0 0 0 0 0 r-r VERFY /CIA_ 8 V4' OUTLINE OF GROWN MUM* ABOVE MOOD CALM ENCLOSURE DEGIORATNE LI6Hr FIXTURE. PROVIDED BY OMR STALLED BY 6L. w m W 1 SECTION - LAVATORY , ' _ ` `-.�. - : = 25 DETAIL-SERVICE ETAIL -SERV STATION WALL I M .. E 120 • DETAIL - FAMILY RESTROOM DOOR W/ INSET MIRROR TOP GAP 3/4' QTR WI 1'ECFiO SKIM FABRIC PAM OF TRAYS- 37014' T16 PAa. OVER GYP B7 DOHS tiA ED vriOT GLASS STYE SILL 314' O.iR SLOPE TOY DR AN STOREFRONT ALUM. SRL FL.A5H■6 STOVE 5tL F/4• T1& PANE- OVER I/2' FLLYJO WY GYP. BD •. TO A -9•s5 FOR PR•Q15 ET•S_ i2"°Y/IOIOr� • 0 1ERFY orrx- PINaON ANNSCOT Troll SCALE SCALE 3'4 1 . 13 r-REPE2 TO ARCH. PASS FOR FRN DFTA'.5 T116 SV 6 EASED EDC•E L1+E OF 111&15GOTJ TOP EDGE DEC ORAT VIE i•M41 !t BY ASTAL ED BY GC. NOE CAS..16 Pa—WOO,t IACKINIS f l 1 DETAIL NICHE CASING MIRROR 0 31023 SLL SCALE •-Cr 1 ceva. - maw MONT Dec 1 5 G Ai. 5 courant ME I s' =r-o 1 a 1 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949) - 261 - 2602 FAX (949) - 261 - 9614 THEW oRMAN= PREPARED SY RC OEESeCNE FACTORY. PC FOR TMs PR0.ECT FOR USE SOLELY RATHIT SPCCTToTEFSPRWECT Ate UNLESS OIIE TIRSE OEFS[CAiCE FACTORY. NC 9I U BE MIRO *IF AUTHOR OF THESE DOCMIENTSNO SIW L AEON ALLCgaIDN TAM STATU70RY RESOIYEO RUM E'1al , nco:imuiart WOE DRAW= SHALL NOT EiEUSEDWOMB 0% OTHER PROTECTS. FOR ACOfl GTO.Its PROJECTOR FOR OCARIFT10NOFMS pImmM OflhER% CCE•T RE AG EFTENT N ramie ST TNECIITESECUE FACTORY. re ISSUE LOCATION RECjIrVED p MAR 2S 21ix;1 7 YN17 -I - WOOD GA51N6 p1 ' AROUND OC i OPEI�� • EXTERIOR MOM FRAMS - . BY 6G. j / .! j J /' / ,/. . / f ,'.f ,/ ' . // / . r. ® 1 . YTAINSGOT_ MOM CAP &W ERE OCCURS) 4 . j , VERIFY 111•10011 FRAME 3/ I V4' RADIUS COR4 R DETAIL - WINDOW CASINO, SC 31 '— NV, 1 U14LL 8CRI TYPICAL - RRI/4" WD-11 A VERIFY HT. AFF ' L -- W ELEV. DAYS. -'. 5 / /. ' • ___ 1 R3/I6' 31 W O IrX Q WALL TILE BY GL SECTION- TILE WAINSCOT GAP S;g 32 E SMITE TOP rr OVER COMER 3' LAY. BY 6L. REF. SOAP DISPENSER � r - ; . • . EQ 30 ELL - r -6' (SEE NOTE 1 0 4 %6' NOTES I. VERIFY ACTT GOJNTER i1 C.! VERFT D EV AR PLAN TOP curour AV CORNER 10011 INN SW TEMPLATE - PLAN- FAMILY iR LAY. COUNTER 4 " 33 // j / // �/ / -// f ; % / • --//' .` /, /. • L� SO c F • n / ® . 4' NTS 5T-I 5TA'� Gi•ERZY a rOOD . IiOGKI!6 AS . k i J 1/b' 3 G'6' lif: 4 , 4W 1 /. GO. ±.T� PAS IP DETAIL - WOOD COLUMN CROWN 6= r 13A • SCALE 6 •, I ' - 6RANTE TOP OtENSIONS VARIES VERFY DN. UW ARCH PLAN f. VERIFY ACTUAL COUNTER TOP amour AND GORIER RADII NTH SIN( TEMPLATE. PLAN -R'* LAVATORY COUNTER SCALE W4' = 1'-O' SEE ARCH. PLANS FOR METAL JAMS AT RATED DOORS Br 6G. . OMIT MOOD STOP • • CASED °FELON% BY 6.6. VWNSCOTT d�1 Yk GAP WERE IT SHM SPADE DETAIL - TYP. DOOR CASING 1 =A -0' 1 1 SCALE 3/4' =1'-0' VERIFY DOOR 1 JA RATTNS /V ARCH VMS DOM I'AQDYGIQE BY 6L_ PO.w9WD seS K.IGKPI.ATE 1 5-3 1 STONE PLINTH BY 6L. NOTE= LP ON CLOSET SIDE OF DODR DETAIL - GROWN 28 1 DTL. - JANITOR CLOSET DOOR STAINED CHERRY HOOD GROW* IN LOCATIONS INDICATING FINISH 5T - LINE OF FINISHED WALL SCALE 6' = SCALE F/2' = r-0' DL't111L - PA 411.Y RESTROOM DOOR A P�1 PR NIRROR ON PIECE DOOR e. 314' OJARTER Rohs, 2X4 GONE PLATE PLY.V. WALL TEE BY 6L. / / / / / � 6 f 9' IV4'1_ P3141 IIV4' C •_ :OV.°. o Sir. RESTROOM -- 51611 BY OMER DOOR FISH — PLATE BY GI QSTALLED BY 6L: 6RNITE PLINTH - BY 6L. DETAIL- RESTROOM POOR � T-0' b'� SIDE OF DOOR - / / / / / / / /1 i \ 7 SCALE I/2' = 1'-O• 1/8'XIR6'- CORK (1119. 6RANTE TOP YIERE INDICATED H IV - 3/4' THC HARDWOOD DOOR STOP ID -3 3/4' THC I+D -I 3/4' RWOOD 14.1.1 MP : O ) STOW 616E f 6C. SCALE 6• = c-a' CLEAR °.7C-611 For P.A • CC. FCR V..'_ DETAIL- TYPICAL GAP 13/4' 1 V4' DETAIL - TYP. STONE BASE STONE BASE 3Y 6L. 6RAtI TE TOP OR h12-1 TOP YIERE INDICATED 3/4' FLYi4000 SUB-TOP SCALE 6' = I'-O' SCALE 1-1%2• = SCALE 1 4 6' = r-0• 67 91109116k.4s RI111CaIIStaE¢7ATdow4a- IIr34dEg 631 ?OOT IT.O i9 Ply, COS - 17eytfe! ?SSORQI c3 • SOFFIT ABOVE COLUMN BY G.C. eLIC/210te SWAM CH3i3i'Y MOO GRDRI MOULDING. PROVIDE CLEARANCE FROM MALL FOR PEC110611ADE. ST-I DECORATIVE LIGHT -- FIXTURE PROVIDED BY O14AER INSTALLED BY 6L. V4' MOO L'.5FRTS PANTED YOH COPPER FINISH (n•P) YfOOD COMM DE1.0511RE MTh ALIERNATW6 PAS 6RAIN DIRECTION. MOOD DECK 1300111 SEAMS SHOW\ FOR REFERENCE OILY 5TA1 W SONS (IYP). ND-2 DETAIL. KEYNOTES ELEV. - WOOD COLUMN ENCLOSURE AT OCTAGON DINING O STONE COUNTER TOP BY 6L. O STONE COUNTER FASCIA BY 6L: O TILE SPLASH O TIr10ER O' JNTrR LAVATORY BY 6L_ 0 F#VGET O 3 .ROR - SEORE OViR T.'LE NTH METAL CLEAT ANT SECURITY SC €/1. PROV/OS> BY MAVJF. 0 9CiRT /T3 SOA° D O 518' D tiiaD TILE sArAcs'R 137 O STUD PE Ft PLAN O GAG TILE O MAN P.PE 0 KN. 7VIEELGI'AR'GALE E TOE CLEARANCE. 5c S T VG O STL. AWE. SV ' »o u . caw-et SiPiOIO!Qs. SITE ARCM FOR 17R. 2-6' A 1 • 111111 I _IL \_ 1 51121" ASE f r o H a z ELEVATION VIEW "A E *34' • T 1 ( O 0 0 0 0 PLAN VIEW •r r-6• a • T 0 0 0 0 0 r-r VERFY /CIA_ 8 V4' OUTLINE OF GROWN MUM* ABOVE MOOD CALM ENCLOSURE DEGIORATNE LI6Hr FIXTURE. PROVIDED BY OMR STALLED BY 6L. w m W 1 SECTION - LAVATORY , ' _ ` `-.�. - : = 25 DETAIL-SERVICE ETAIL -SERV STATION WALL I M .. E 120 • DETAIL - FAMILY RESTROOM DOOR W/ INSET MIRROR TOP GAP 3/4' QTR WI 1'ECFiO SKIM FABRIC PAM OF TRAYS- 37014' T16 PAa. OVER GYP B7 DOHS tiA ED vriOT GLASS STYE SILL 314' O.iR SLOPE TOY DR AN STOREFRONT ALUM. SRL FL.A5H■6 STOVE 5tL F/4• T1& PANE- OVER I/2' FLLYJO WY GYP. BD •. TO A -9•s5 FOR PR•Q15 ET•S_ i2"°Y/IOIOr� • 0 1ERFY orrx- PINaON ANNSCOT Troll SCALE SCALE 3'4 1 . 13 r-REPE2 TO ARCH. PASS FOR FRN DFTA'.5 T116 SV 6 EASED EDC•E L1+E OF 111&15GOTJ TOP EDGE DEC ORAT VIE i•M41 !t BY ASTAL ED BY GC. NOE CAS..16 Pa—WOO,t IACKINIS f l 1 DETAIL NICHE CASING MIRROR 0 31023 SLL SCALE •-Cr 1 ceva. - maw MONT Dec 1 5 G Ai. 5 courant ME I s' =r-o 1 a 1 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949) - 261 - 2602 FAX (949) - 261 - 9614 THEW oRMAN= PREPARED SY RC OEESeCNE FACTORY. PC FOR TMs PR0.ECT FOR USE SOLELY RATHIT SPCCTToTEFSPRWECT Ate UNLESS OIIE TIRSE OEFS[CAiCE FACTORY. NC 9I U BE MIRO *IF AUTHOR OF THESE DOCMIENTSNO SIW L AEON ALLCgaIDN TAM STATU70RY RESOIYEO RUM E'1al , nco:imuiart WOE DRAW= SHALL NOT EiEUSEDWOMB 0% OTHER PROTECTS. FOR ACOfl GTO.Its PROJECTOR FOR OCARIFT10NOFMS pImmM OflhER% CCE•T RE AG EFTENT N ramie ST TNECIITESECUE FACTORY. re ISSUE LOCATION RECjIrVED p MAR 2S 21ix;1 7 3! 11112' STOLE TOP BY 6.C. SCALE I - Vr =1'-O' ri LJ n Li Li L . STOW TOP BY 6C. • . .fr a �. SCALE IWO PRINTER SELF (MER TO DETAIL) IYYu EELM FINGER RLL l2 PER PAIEIJ PANEL. SIDE PETAL - EXPO PRINTER SHELF / GOOKLINE AGGES PANEL SECTION DETAIL W SCALE: 6' =1' -0' SCALE I II2':I -0` LOCATION J J 2 W I- Z W U I E- D 0 0) a J W I- W • G1107- 4iGardrotty WorsulthapidtTeksyla 105-31.6.1%, 113r77.10G7 : r. IG 24 &wile755011319P4r3 • • r 1 • 25 • 120 • i 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949) - 261 - 2602 FAX (949) - 261 -9614 IIt.SE CRAVINGS FIEPPREII BY ME acE $OCNCE FACTORY. re FOR TMSP110.ECT FOR IRE SOLELY W1I/RTSF(CE TOTMS PRO,OCT AND I* UYU OTIERMEFROWED M CIEESECJYcE FACTORY. re OWL BEDTTIFD TIF RUMOR Or MESE DOOIAENIS Urn Drum ALL COMM REWARD warts. INCLUDRO necoproc T DESE ORAYRIGS SHALL NOT BE USED SYO1IE ON OTTER FOCUECTS. FOR PROlIOR• TO INS PROJECTOR FOROOE rtEI10NOr IMS mow BY ODEM rArePT V Tr€ TIE CIEESEGRE FACTORY. PC SHEET TITLE DETAILS MJLLAORK - ox T DRAWN J CHECKED O. Y?7...�= A — — SCALE AS \G DATE PRINTED PROGRESS PRAT PLANCFEQC - CONSTRR CT 4 O SHEET NUVPER I116.31 OF SHEETS • s I 00000 14 6A 515 ChM PROTECTOR BY 64. 5EE NOTE: 11 SEALANT GONG RE-1 AR NV DONE.. SEE ARCH. PASS FOR DR- COVED 71LE TYP. RENFORC.ED MORTAR EIED v V4' Er/S-4 PLATE 4 SECTION "A" IV2' CONCRETE SLAB DRAIN PER P 1/43INS DYI 6. 1 5E£ FLOOR FLAN FOR CURB LE 6TH AND /MTH TO DETERMII) REQUIRED 515 PROTECTOR DNIENSION DCTAIL - STAINS STEEL JANITOR CURB PROTECTOR FRONT VIEVN • 93 Lit O DTI. - FAMILY R/R POOR PULL 4• -3' PUS. I FLAN VEX OP VENT' VERSION AT SETTEE VET EJ3•6T4 81TH FDC L COFFER i■TH DMORATIVE D=;94 PRISED E3765E (TYP)--- PROTECTORS SALL BE M2It1 AT EACH LOII SALL 74 r•a_. 5 AfE FfE:E 5TANDN5 11:1 7WTOR TO EE 66TALLED b' PAST PEE TO TABif TOP OR TO rrE END OF LOK Af/1:L5 ALL r_D6ao 5'Al EE 51400114 • 55 3/4' LON6 OVAL HEAD 1 OOD SUFI CCFPE R PROTECTOR Z7 5D!,6 WW1 CURB U)DTH v n NOTES SEALANT C.OM SCALE 3' = 1' -0' DETAIL SECTION "B" SCALE- FULL SIZE O I• DIAPOLW COFFER � vi w (5) EACH O S5 FLAT HEAD SCRS/ CO AHER SAC O3 V4' THK X I-1/2" 5/5 BAR ` 4O GONGEAIE9 C\ FASTOER POLISH ALL FOUR 5IVM 6€ G RAVER GOAT FOSSIL 1/4' X 2- (/4 MOURNS PLATE N TIREA737 HALF 5F1.0e O PROVIDE 5/5 140 BOLT AS FWD P \ FRONT ESYATION 0 STRIV6Nf VIINION AT IMM SCALE I 33 1-02 = r-o' 6-1 6'iA> tt 1RAyCcastdw¢ Tdrwia dlSrflMy, 03124700711 1s:S1 PM O 3 - aOesgrkt 7550 C3i%Apr3 E _ELM G UARRY TILE 31 Y 5GALr-0E: I 34 �A�.l.1" ROT��GTOR :��2- = ' S i2 an CASE • DETAIL - PATIO HEATER 02 318 DETAIL - BAKERY TICKET RAIL C C C Sc s 34 V2' D1A T-4' z a DR1L 1/8' VIA HOLE NaDED STUD CENTER NTH TICKET (2- MACES) RAE STUD (2- PLACE5) c cc €C F'4 a? 2 A56Y FEE 6AQ /x0) _ �� PLAN ELEVitTION 3•-0' STD. LENGTH OHS/ 3•-47 STD. LET6TH INtS) • 34V2'VIA. REFLECTOR ABOVE 3' DIA 515 POST 5/5 6A5 COiEGTI N DOVER BY K E.G. 6AS LCE 5116 IP 6RCU.V SCALE V2' = !-Cr f - F Mink YERFT FOR WSTGII LEI6THS 6RM1ITE GOIRIrER TOP •3 T -2' 2' BAKERY DISPLAY SCALE 3' =r-0' 27 28 Is POD ELEVATION DETAIL - COLUMN &LASS RACK ' r -o. 1 29 I30 N it /MOTES -- SCALE 3' = I' -0• 21 DETAIL -DOOR KICKPLATE DETAIL - BUTTON / MEDALLION lO E' DA.90L15HED comet 9NEiE j7) EACH O 55 FLAT IHJO SGR5I COMM 9WC . sac x l-'.? s5 BAR FASTENER • 90! 51 ALL FOR 573 bO C4 VR Fame GOAT F►S94 Or VC X P.A-E HV T- SEAc7E D HALF 9F£€ Pra0VD9 5 )1,11-246 BOLT A5 W. DETAIL - TYP. BOOTH END 1'-8' INTS) STYLE 2 USED ON ADJACENT NT LOCATION DETAIL SECTION "B" SCALE: FILL SIM VARIES 3318' 3 Y 4' X 3/8' 114( 15 TV GEAR POWDER COAT FINISH ATTACH/ 91T 1 1/2' X 3/8' GARWASE BOLT NTH 3f4' VIA HEAD. FINISH TO OE BURNED OFF* TIEN GLEAQ PO/VE R COATED. 3(4' POLISHED 0 COPPER PLAT® TO66LE BOLTS STYLE *1 USED ON DRYI'IALL SURFACE'S I7FTAIL - 6LAss SHELF I SCALE 123 EAU. SUPPORT • aAR 3' = r-0' 3' DUA COPPER SPHERE SHELF (TYP) DV SPRAT STYLE 33 USED aNI000SUiA.E'.5 DETAIL - CLOSET POOR PULL 3 3/8' v4• 2' FIXED FALSE BOLT (2 PLL5) LOOSE ATTAGILINT BOLTS (2 PLL5) SCALE fin 3' = 1' -O'•• 1 VP SECTION "A" 1VI' FRONT VIE S SCALE I 25T :- = r'Q Y 0 . r r f 24'NTS VERIFY AG1UALI -2 13/6' f SEE ARCH . D)'I6. EGR DOOR SCHECULE SIZE DAB' d F 2W t - 3/4' THICK 1134ERED 61A55 SHELVES HITH FLAT POLI51E1 EVSE5 (VERIFY LEN&flf yI PLAN VIEW YERFT !MTH REFER TO ARCH. CMGS FOR GBLIN& FRAMING PLAN vERFr FRONT VIEW C SCALE 1-V2' = AEl EXF1O98 COPPER To EE SATN. KN151H 2 1/2" TOP PLATE GAP CM 13681. DOS 3 ALL -Fe.po 5:'E3:L ROO rousieo STAINLESS SM. KIGKPLATE BY 6.0. 1 7 16 SW DNA. COFFER STAN - -■ MAR- &LASS I SCALE - E• = r� 20 2 13116' 319' VIA 5/5 ROD AT REAR AN/2 EMS 314' DIAL 515 TUBE COMM CHANE _ ALCMs 6LA56 star EDGE (r(P). I INCH RAVIUS FRONT COVERS OF SHELF (2 PLACES) HAVE 318• AU. TIRED 12' EE i.ONI \ - I GE1.11416 BY 66. I ti 918' • 4 V • VERIFY SHADE ' 4;; // / ' 1.Y SECTION "A° DETAIL - METAL $ GLASS SHELF • BAKERY I vr"_ -0' 1 13 1.4' ThK S1BEL CHA''a- 6" VEEP .. perm. - SLAW 9!LP IerR_ SLPFORri OAR VT VIA AL1.1 SEAR STc8 !OE OF COPPER SOFFIT 3/4' O'A MTh F.�,SH COMM 9,1Seff 2 HIT COFFER BAR TOP a BOTTOM 6LA55 51FP ORT TV GIP 0125 (TYP) r. TO DTL 3/4' PO/J91132 1EFFERED &LASS 9 .VE5 Z 3* VA COPPER SPICE ( F DO SPFORT 51ir SAT m Fa i94 cOPFet SLEEVE I-- 304'FI7`c TOoPERED 60615 6066 9f' VFS /V ML 437 GOPPR EASE ATTACH/ iv 51.60€ coFP� Tr1EADID FILMS R F. To DTU� SCALE TS r-o • n • v Y 5 3/8' 1' 5 319' 1' 53/8' N 5 318' 1' 5 3/8' P 5 318' 1' 5 318' T 5 318' 5 3/8' k' 5 318' p 6 V4' T Y-4' ELE1/ -•LA55 RACK SIDE 2' / 3/8' FOLISt® 5/5 ROD 2 x. 4J, y J 44v2• i 2'-e' I' STEEL TUBE ?V COFFER AUTOMOTIVE PAINT FINISH. SUBMIT SA. FLE FOR APPROVAL 1/4• THICK 515 EQUAL SIZE POLIS CD DHAMOw5 � ' Af 1 111! SECTION- 61.AE6 RACK 2 TIM'S 1V COFFER IEDAll.HON5 • SCALE 14/2' = r-o' 2' 5318' 1 / 5318' 1 / 53/9' f T � 53/8. 1 / 5 E0-1 I S T,RE N CCR:ER PANT FINS". SCALE 10 U� = � - 1 �\j • SFGT /ON -A- SCALER/U. 511E b 6'•1®' I I J . 4 I 4 V21 V . J, 14 W I F• u S' 1 T5• ( �1 U• PLAN VIM-GLASS RACK €. -4• N.TS Kt, EWiED FOR CODE COMPLIANCE JUL..? 7 ono, City Of T *k,li!a BUILDING DIVISION ELEV -GLASS RACK FRONT 53J8'1 E1 r 5 fy , .45318' 6 V4' 6V452. 4 Tr 1 7/9' 1713• REFLECTED VIEV4-6LASS RACK I DETAIL -DOOR PULL r D Q 4 W' , , 4 VY / 43/4' I 1/8' 1- 11/8" E 118' 1 -2 V4• 6'-4' XT.S [ 3 , 6' A SS RCO 5 --2 UPPER 12E5 l k "CC: P:°R'+Fi7,k.L'O6 ELP6SWES 9C•111 FOR . Q4.Y NOTE5: 1I 1'•• POLISHED COFFER SPHERE (1) EACH 0 515 FIAT HEAD SGR'YI COMER 91510 V4' DK X 1 -1/2' 5/5 BAR O CONGEALED FASTE/CR © Pa.1511EV N1 FOIE 51DE5 6O GI.PAR PONDER COAT FINISH O V4' X 31/4' 5/5 MUNN* RATE UV THREADED HALF SPHERE O 5/5 MOUNTING BOLT AS REQ17. BY DOOR MANFAC1U2fR I! I I I t I I f 4 Y2' I ' j. 4 314' j, J 5' 1 718' ! -1 i/8' ( -2114• I' SO 5.: T-JBE iV COPPER PANT ENS? r " 1 a �-I I� SCALE 1 = 1'-0' 6 V4' EQ- SCALE I-1/2' = r-0' SCALE 1- V2' = r-o' 2 SCALE 1- 112'= -o • I ik ED -2 2 V4' • 2 4 AFF. APP_ ELEV -6LA56 RACK REAR I " [ 5 • V� 1 0 EQ -2 i 17701 MITCHELL NORTH IRVINE, CA 92614 TEL (949) - 261 - 2602 FAX (949) - 261-9614 LOCATION Z F. EIt':D CITY OF TT - :..,. 1fAR 29 . • -• v iii rCEE,:l ^r r •